HomeMy WebLinkAboutEAGLE CREST #1 TR A LT 31 Municipalits. of Ancho.rag¢
Rick Mystrom. P.O. Box 196650 Anchorage. Alaska 99519-6650
Mayor hlt~3:"'www.ci.anchorage.ak.us
July 8, 1999
Grigorios & Rachel Giannulis
19125 2ND STREET
Eagle River, AK 995777209
Subject:
EAGLE CREST #1'I R ALT 31
Permit # SW980219 PID # 050-303-40
The subject permit, issued 7/6/98 by this office for a single family well and/or on-site
wastewater system, has expired as of 7/6/99.
If 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 a licensed Professional Engineer has inspected the installation of the on-site wastewater
system, the original as-built inspection report must be sent to this office for review,
approval and documentation. Ail inspection reports must be submitted within 30 days of
construction completion.
A new permit must be obtained fi.om this office for a well and/or on-site wastewater
system NOT installed by the expiration date.
When applying for a new permit, 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.
Sincerel ,
James Cross, PE
Program Manager
On-site Services
enc: Copy of Permit
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P,O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jul 06, 1998
Expiration Date: Jul 06, 1999
Permit Number: SW980219
Legal Description: EAGLE CREST TR ALT 31
Design Engineer: S & S Engineering'
Owner Name: Greg Giannulis
OwnerAddress: 10211 Crestview Lane
Eagle River, AK 99577-8438
Parcel ID: 050-303-40
Site Address: 010211 CREST VIEW LN
Lot Size: 11070 SQ. FT,
Total Bedrooms: 6 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:
2. The attached approved design.
All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
3. Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
4. (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
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.
5. B. Covered, sealed, and heated to prevent freezing.
The following special provisions.
All horizontal separation distances must be met (except lot line waived to 0 ft.)
Received By: '~ Z ~.
Date:
Rick Mystrorn,
Mayor
Municipality of Andiorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
http://www.cLanchorage.ak.us
907-343-4744
July 6, 1998
Robert C. Cowan, P.E.
S&S Engineering
17034 Eagle River Loop Rd.
Eagle River, AK 99577
Subject: Waiver Request for Eagle Crest Lot 3 I, Tract A
Waiver Request #WP.980030, PID #050 303 40 Permit #SW9800219
Dear Mr. Cowan:
Your request for a waiver of the required 10 foot horizontal separation from the
on-site wastewater disposal system to a property line has been approved. The approved
separation distance is 0.0 feet.
This waiver approval applies to the existing on-site wastewaterdisposal system to
property line separation only. Any future upgrade to the on-site wastewater disposal
system x~411 require all separation distances be met or another approval from this
department.
If there are any further concems or questions regarding this waiver, please call our office
at 3434.744.
Sincerely,
Donna C. Mears
Civil Engineer
On-Site Water Quality Program
MUNICIPALITY OF'ANCHORAGE'
Department of Health and Human Services
On-site Services Section
Waiver Review Worksheet
050-303-40
Date Received: June 26~ 1998
Permit
Legal Description: Lot 31 Tract A EaKle Crest Subdivision
Engineer: Robert C. Cowan~ P.E.~ S & S EnKineerinK
17034 Ea~le River Loop Roadt Suite 20&, EaKle River. Alaska
Applicant: Gre~ Giannulis
99577
Waiver Requested: Lot line waiver of 0 feet from the field To the southeast
corner of the property line.
Criteria:
e
1. Geology:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation-
TOTAL:
Special Conditions:
Points:
3. Other:
Waiver is Granted:
List Conditions or Reasons
Date:
Amount:
Waiver is NOT Granted:
for above:
By:
$ 115.00
Name of ~ ~'~
Date Paid:
June23,1998
ROBERT C. COWAN, P.E.
CML ENGINEERS
(907) 694-2979
FAX (907) 694-12t I
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 31, Tract A, Eagle Crest Subdivision
Request you issue a permit to upgrade the septic system serving the house on the
referenced property from three bedrooms to six bedrooms. Also request you issue
a lot line waiver in the southeast corner of the property line at zero feet. This is
adjacent to the right-of-way.
A test hole was excavated and percolation test performed. The approximate location of
the test hole is located on the attached site plan.
At the time of excavation 6/10/98 water was not found, and after seven days the ground
water monitoring tube was found to be dry.
Attached is the proposed upgrade design.
We do not anticipate any adverse effects on neighboring wells, septic systems or
drainage patterns by the installation ofthe proposed septic system. The construction of
this system will not prevent any future development on any of the adjacent propcrites.
We request you expedite the isuance ofthis permit due to the unsanitary conditions.
Ifyou require additional information, please contact us.
Sincerely,
Robert C. Cowan, P.E.
RCC/mg
Enclosure
17034 NORTH EAGLE RNER LOOP · SUITE 204 ', EAGLE RIVER, ALASKA 99577
DESIGN CRITERIA: ~.,,c
.5 BDRId = 450 CPO
soils
_- 1.2 GPD/SQ.FT. I
450/1.2 = 575 SO.FT. REi'D.
LOT 30
12' ROAD EASEMENT
TRENCH CRITERIA:
12' DEEP
5.5' EFFECTIVE
3' WIDE r
34' LONG I
I
ALT. TRENCH CRITERIA:
6 BDRM = go0 GPO
SOILS = 1.2 GPD/SO.FT.
= 750 SO.FT. REQ'D.
LOT 24
TRACT B
5.5' EFFECTIVE
WIDE
LONG
10' UTIUTY EASEMENT
LOT 31
UNDEVELOPED
LOT 32
SECOND
r
UNDEVELOPED
Municipality of Anchorage.
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 'L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: C~- ~)~, t G
LEGAL DESCRIPTION:, ~,/~ G. I.., ~
DATE PERFORMED: (; //O /?3
Township, Range, Section:
1
2
3
4
5
6
7
8
9
10
11
12
13-
14.
15-
16-
17-
18-
19-
20-
SLOPE SITE PLAN
F~ 4. c_
WAS GROUND WATER
ENCOUNTERED?
/40
s
IF YES, AT WHAT ~" ~
DEPTH? p
E
~el~h t0 WIle* Nter (~/,./ /q ~
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE /" ) (m,nutes/~nch) PERC HOLE DIAMETER ~; /,
TEST RUN BETWEEN 4~ FT AND ~ FT
COMMENTS ~'I~.V~F.- ~A,~'AL.( '~'~?~'4'~ ; ~ ~e~ ~e~l~O . S~ L~,%~,~G
PERFORMED BY; 1%/~' ~/ ~ *~ CERTIFY T~T~HIS TEST W~ PERFORMED IN
]Z034 Eagle Kiver L~p Road No. 2,~i ' -.. ~ ~ /~ ,/
ACCORDANCE WI~f~M~AL GUIDELINES IN EFFECT ON THIS DATE. DAT~ ~ ~
72~ (R~. 4/~)
ROBERT C. COWAN, P.E.
SO~.TEST
ON-SITE WASTE~VATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
CML ENGINEERS
(997) 694-2979
FAX (907) 694-121
REFERENCE: Lot 31, Tract A, Eagle Crest Subdivision
Jun 23, 1998
GENERAL:
The scope of this project includes the installation of a 2000 gallon septic tank and a
three bedroom leachfield trench to serve an existing residence located on the referenced
property. The existing three bedroom trench will remain in service. The existing I000
gallon septic tank is to be pumped, crushed, and abandoned completely, and replaced
with a new 2000 gallon septic tank, or ifintegrety is good and if feasible an additional
1000 gallon septic tank may be installed.
Construction shall be in accordance with the approved site plan and design drawings,
Municipal permit with any special provisions or conditions, and all applicable State and
Municipal Wastewater Disposal Regulations.
The contractor shall be responsible for obtaining any necessary underground utility
locates.
Unless specifically agreed otherwise, the property owner shall be responsible for final
grading areas subsequently depressed from soil settling.
Contractors installing wastewater disposal systems must be certified by the Municipal
Health Department for system installations. Owners installing their o~vn systems must
also receive prior approval from the Municipal Health Department.
SEPTIC TANK INSTALLATION:
A septic tank is to be constructed by a certified septic tank manufacturer. Construction
shall include two 4" cleanouts for pumping access.
The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank.
All standpipes on the septic tank shall extend a minimum of 12 inches above final
grade.
17034 NORTH EAGLE RIVER LOOP * SUITE 204 · EAGLE RIVER. ALASKA 99577
Page Two
Lot 31, Tract A, Eagle Crest Subdivision
June 16, 1998
Septic tanks installed with less than 4 ft. of cover shall be insulated.
A foundation eleanout shall be installed one to four feet from the building foundation.
In the line between the tank and the leachfield there shall be two adjacent cleanouts
(unless an effluent pumping system exists within the septic tank). These cleanouts shall
be located on undisturbed soil not more than 10 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 (ruffed-up) before gravel (sewer rock)
placement.
Once the gravel is installed, the distribution pipe is to be installed level with the
perforations faced downward. Gravel is then to be placed over the distribution pipe to
provide a minimum of 2 inches of cover over the pipe.
A silt barrier must be installed between the final gravel layer and the native soil backfill·
Ensure the silt barrier covers the entire gravel surface before placing backfill.
Monitor tubes shall be of four (4) inch diameter, installed approximately in the
locations shown on the design, and extend a minimum of 12 inches above final grade.
The portion of the monitoring tube extending through the gravel shall be perforated
from the bottom of the trench to the invert of the distribution pipe. This is equivalent to
the effective depth ofthe gravel as noted on the design.
Page Three
Lot 31, Tract A, Eagle Crest Subdivision
June 16, 1998
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.
MINIMUM MATERIAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a Municipally
approved septic tank manufacturer.
2. The following pipe materials arc approved for use in septic system installations in the
Municipality of Anchorage:
Type of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM FSI0 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use of a type of pipe other than listed above must be approved by the inspecting
engineer.
Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam HI or equal).
Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco,
or equal).
A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed
between the final leachfield gravel layer and the native soil backfill.
All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the #200 sieve.
When sand is being used as a filter material, its gradation specifications must conform
to current M.O.A. or D.E.C. requirements, which ever applies.
Page Four
Lot 31, Tract A, Eagle Crest Subdivision
June 16, 1998
INSPECTIONS:
Typically there will be a minimum of three (3) inspections required during the installation of
the wastewater disposal system. These inspections will occur as follows:
The first inspection must be conducted after the excavation of ditches, pits,
trenches, or beds and before the installation ofany gravel. A septic tank may be
set in place, but may not be backfilled before this inspection.
The second inspection must be conducted after the placement of the silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of any other backfill.
3. The final inspection is to occur upon final grading of the property.
Often there will be more than these 3 inspections required. Especially with the installation of
multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting
engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a
pre-construction meeting will take place on-site. The inspecting engineer will not coordinate,
direct or control in any way the contractors activities.
The owner shall contract with the contractor to perform the work outlined in these
specifications and plans and in accordance with the attached M.O.A. permit. There will be no
contractual arrangement existing between the contractor and S & S Engineering. S & S
Engineering shall be the owner's representative and will inspect the work as stated above to
document the contractors activities. Final acceptance of the contractors work rests with the
owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or omissions of the
contractor or 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.
CONTRACTORfINSTALLER
~ MUNICIPALITY OF ANCHORAGE ~
DE ITMENT OF HEALTH AND HUMAN SIR' ~"S
· ' Environmental Health Division
825 "L" Street. Anchorage, Alaska 99502. Telephone 2~-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
"~' DISTANCES
TANK FIELD
P~ ~ ~ ~ No ~o ¢ ~s WELL ~
~' ~ ~ ~l ~ ~ LOT LINE ~
Lo~ /~' 'l ~ ~ FOUNDATION ~~
Township, ~nge. ~on ~ .
' ' YANKS
[ SEPTIC D
TYPE OF SYSTEM
TRENCH ~ aID ~ W. ~RAIN ~ OTHER
A~ . ~ ~T
WELLS -.
~ PRIVATE ~ OTHER '(~ntffV) :' ' ~ ~
Inspechon rmed by.
S & S ENGINEERING e .........
72-013 (3~8§)
M U N I C I P A L I I Y 0 F A N C H 0 R A G E
Department oF Health & Human Services
825 L Street, Anchorage, Alaska 99501 545-4720
-O N- S I T E SEWER F'E R H I T
Permit Number: 870182
Date Issued: 07/25/87
Engineer Designed
Owner Name: DON MCKENZIE C/O S&S ENG
Owner Address: 17054 EAGLE RIVER LOOP RD.
EAGLE RIVER, AK 99577
~204 ~
Day Phone:
694-2979
Parcel Id: 050-505-40
Lot Legal: Subdivision: EAGLE CREST SUBD. Lot: 51
Section: 7 Township: 14N Range: 1W
Lot Size 11000 (sq.l't. or acres)
Max Bedrooms: ]his Permit: 5 Total.Capacity:
Block: TRACT A
I CERTIFY THAT:
1. I am familiar with
the requirements ~or on-site sewers and wells as set
Forth by the Municipality oF Anchorage (MOA) and the State o~ Alaska.
2. I will in'tall the system in accordance with all MOA codes and regulations,
and in compliance with the design criteria oF this permit.
5. I will adhere to all MOA and State o~ Alaska requirements ~or the set back
di~tance~ ~rom any existing well, wastewater disposal system or public
sewerage system on this or any adjacent or' nearby lot.
4. I understand that this permit is valid For a maximum oF 5 bedrooms. I
~lso understand that the capacity o~ the total system is 5 bedrooms and
any enlargement ~ill require an additional permit.
S i gned:
(Owner)
Issued By:
NZIE C/O S&S ENG ;_
S ~ S ENGINEERING
17054 E. R. LOOP #204
EAGLE RIVER~ AK 99577
PHONE ~694-2979
********************-***** SEWER PERMIT APPLICATION*****************
APPLICANT: DON McKENZ IE
ADDRESS: 17054 E.R. LP ~204
E.R. AK 99577
CONTACT PHONE: 694-2979
LEGAL DESCRIPTION: LOT 31 TRACT A EAGLE CREST S/D
SEC 7 ,~14N,RIW
LOT SIZE: 11000 (SQ FT OR ACRES)
NAX. NUMBER OF BEDROONS: 5
SOIL RAFING: 125 SO FT/BR
SOIL TEST DEPTH: 14 FT
NO WATER PRESENT IN TEST HOLE.
MIN. REQUIRED RESERVE AREA: 3000 SQ.F'~
CAL. RESERVE AREA AVAIL.:
4800 SQ. FT
1RENCH BED W. DRAINF IELD
EFFECIlVE DEPTH 0 0 5
COVER DEP1H 0 0 4
TOfAL DEPTtt 0 0 7
I_ENI~I tt 0 0 44
W I D I'H 0 0 5
S[I FT. 0 0 575
MIN. SIZE OF SEPTIC TANK IS 1000 GALLONS
SPECIAL CONDITIONS OR INSTRUCTIONS:
THE SITU SP SAND LAYER BENEATH GP GRAVEL LAYER MEETS M.O.A. SPECIFICATION FOR
SAND FILTER MATERIAL AND THEREFORE WILL BE USED AS MATERIAL FOR THE REQUIRED
SAND FILTER.SEE ATTACHED SIEVE ANALYSIS FOR MORE 1NFORNATION.
GRAIN SIZE DISTRIBUTION TEST DATA
Test No.:
Project Data
Date: 7-17-87
Project No.: 1099A
Project: S & S ENGINEERING
Location of Sample: LOT 31,TRACT A, EAGLE CREST SUBDIVISION
Sample Description: GRAVELLY SAND WITH A TRACE OF SILT
USCS Class: SP
AASHTO Class:
Liquid limit: NP
Plastic index: NP
Remarks line l:
Remarks line ~:
Remarks line 3:
Remarks line 4:
Fig. No.: i
Mechanical Analysis Data
Dry sample and tare=
Tare =
Dry sample weight =
Tare for cumulative weight
Sieve Cumul. Wt.
retained
I inches ~00.~
0.6~5 inches
# 4 399.4
· # 10 434.7
# ~0 589.6
# 40 941.4
# 100 1474.3
# 200 1536.5
Initial
1568..o
~00. ~
1~67.9
retained= 300.
Percent
finer
100.0
96.8
9~. ~
89.4
49.4
7.4
2.5
Fractional Components
~. + ~ in. = 0.0
FINES =
GRAVEL = 7.8 % SAND = 89.7
D60= 0.535 D~O= 0.2?45 D10= 0.1629~
Cc = 0.8640 Cu = 3.2847
~ GRAI~! SIZE ]~ISTRIBUTIO~! TEST REPORT
: I : I ,
~G ~ i'2 :~ i :, ·
.. ..,: .-. ,_
~u 40 .~ -- __~ ~
200 IGO 10.0 1.0 O. 1 .01 .001
oPE[~I[t6 SIZE - mm
Ix+z' " I
~. GRA'JEL ,.~' SAND ~-: SILT ;: CLAY
0 O.G 2.8 8~.2 2.5
USCS
Cl~i~ic~t ion N COLLOIDS LL PI D~O DSO DIO Cc C~
O~ SP I'IP NP ~. 54 ~. 274 ~. 1~2~ ~. 8~ 5.
MATERIAL DESCRIPTION TYPE OF TEST
~ GRAVELLY SAND WITH A TRACE OF SILT ASTM D 422-~5(72)
Project ~to.: 1099A : Remarks:
Project: S & S ENGINEERI~IG
0 Locition: LOT 51,TRACT A~EAGLE CREST SU~DIUISIOt.~
~ate: 7-17-87
GRAIH SIZE DISTRIBUTIO~ TEST REPORT
ROD[-tEY P. KIHt. IEY ASSOCIATES Pl~to Ho. I
Munlclpalily of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: ~J~
LEGAL DESCRIPTION:! ~' ~-~/' ~7~r~--'~'/~r '~M..~.~ ~'-Township. Range, Section: ~
-~ ~"~'~. SLOPE SITE PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15-
16-
17=
18-
19-
20-
WASGROUNDWATER
ENCOUNTERED?
Al
IF YES, AT WHAT
DEPTH?
Oepth lo W~er ~er
Idofliloring? ~
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE __ (m~nules/mch} PERC HOLE DIAMETER
COMMENTS TEST RUN BETWEEN ii~7~-,~FT AND FT
· - , CERTIFY THAT T~S TEST WAS PERFORMED IN
72~ (R~. 4/~) ~ ~ ~
