HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 1V LT 3ARabbit Creek
View &Heights
Block I V
Lot 3A
#020-511-15
May not be eligible for
an onsite water and
Wastewater permit
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.muni.org/onsite
(907)343-7904
ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET
To: Ted Forsi. P. E.
Legal description: Rabbit Creek View subdivision. Block 1V, Lot 3A
The attached paperwork has been reviewed and is being returned for the following reasons:
❑ Original signature or stamp missing on _
❑ Calculation error in design. _
® Additional soils information needed. Additional test holes required
❑ Water monitoring results inadequate.
® Discrepancy in information submitted. Lot width inconsistent with plat
❑ Topographic information missing or inadequate. _
® Incomplete; missing Initial groundwater depth; location of groundwa
® Incomplete; missing location of all on-site water and wastewater disposal systems within
200 feet of property
❑ Additional adequacy test information needed.
❑ Water sample unacceptable. _
❑ Measured/proposed distances/dimensions missing. _
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Omission in narrative. _
❑ Insufficient fill over tank or field._
Other. 1.) Need Class C wetlands permit: 2.) The wastewater disposal system must be a
nearest edge of the well,I C&,) P\t.� gvy, l C l A
Name of reviewer: Julie Makelo. P. Dat . 10/4/20b
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
Roth, Dan J.
From: Thompson, Ron J.
Sent: Tuesday, October 25, 2005 4:41 PM
To: Roth, Dan J.
This came from Thede Tobish. Please copy for our meeting tomorrow
It has come to our attention that there is an active wetland violation on Block IV, Lot 3A, Rabbit Creek View Subdivision.
We have reviewed pictures of the site work and we concur that the work done to date would have required a wetland
permit, in this case a General Permit from Planning. Both the earth work and the drainage swales that have been done on
site are Jurisdictional activities and require a wetland permit. It Is possible that there was originally a creek on this parcel,
which should be determined, and which would affect the wetland authorization. I recommend that Watershed
Management make this creek determination. The Corps has opened a violation file on this site but I don't know what
actions they have taken otherwise. It should be noted that this site has been mapped as wetlands since 1982, and the
landowner may well have received notification of wetland permit requirements this year when the Corps reauthorized
Anchorage's General Permits.
Until the Corps violation, the wetland permit, and the determination of whether this site includes a creek are resolved, we
should not Issue Municipal authorizations. Since the Corps actions might restrict, or lead to design changes to the
landowner's plans, we should withhold Municipal permit reviews. Karen and I are available to work with the landowner
once the Corps determines how to proceed. i will update you as necessary.
Thompson, Ron J.
From:
Makela, Julie A
Sent:
Tuesday, October 18, 2005 4:56 PM
To:
Thompson, Ron J.
Cc:
Frost, Jack L.
Subject:
RE: Roger San Juan, homeowner, and Eddie Buyford, contractor (from Soldotna) --- ONSITE
SEWER PERMIT REQUEST
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We (Joe Goodall, Jeff Poet, and myself) have actually been
assisting Ted Forsi, P.E. (engineer), Roger San Juan (property owner), and Eddie ByFord
(excavating contractor) for the past year with permit requirements for a property they are
trying to develop. The legal description of the property is Rabbit Creek View
subdivision, Block 1V, Lot 3A. The adjacent properties are undeveloped. Lots 7 and 8 to
the east of the subject property have holding tanks. Last fall they had 18 inches to
groundwater from original grade. As you know this does not meet the code requirement of
24 inches. A permit application was submitted to the On -Site Water & Wastewater Program
on Friday, September 30, 2005. I reviewed the permit application, conducted a site visit,
and issued a "Comment Sheet" on Tuesday, October 4, 2005. I also informed Ted Forsi, P.E.
of my comments on the same day. Pictures taken during the site visit are attached.
My comments to the permit application based on code requirements are listed below.
1.) Need Class C wetlands permit
2.) The wastewater disposal system must be a minimum of 100 feet from all surface water
3.) Test holes must be soaked a minimum of 4 hours prior to percolation test
4.) Additional test holes required
5.) Please indicate initial groundwater depth
6.) Please show location of groundwater monitoring tubes on site plan
7.) Maximum allowed width of disposal field is 15 feet
8.) Please indicate scale on site plan
9.) Lot width inconsistent with plat
10.) Need narrative on impacts to surrounding lots
11.) Please use MOA soil log
12.) Need to conduct monthly groundwater monitoring through May 15, 2006
13.) Need to show all on-site water and wastewater disposal systems within 200 feet of
property
14.) The nearest edge of the septic tank must be a minimum of 100 feet from the nearest
edge of the well
15.) Please see Watershed Management Division regarding natural drainage pathway running
through property On the morning of Tuesday, October 11, 2005, Mr. Forsi left me a message
requesting a meeting for 1:15 pm that same day. I called Mr. Forsi back on his cell phone
number that he provided and said I was unavailable at 1:15 pm but could meet with him at
2:30 pm. That afternoon Mr. Forsi called me back and said he had a meeting at 3:00 pm. We
scheduled a tentative meeting at 1:30 pm on Thursday, October 13, 2005. Mr. Forsi called
on Thursday afternoon and requested a meeting for Friday, October 14, 2005 at 11:00 am
instead. I meet with Mr. Forsi and Mr. San Juan on Friday as scheduled. Mr. ByFord was
not at the meeting (reason unknown).
Mr. ByFord and Mr. Forsi are from Soldotna, where septic systems are under the
jurisdiction of the ADEC. Per ADEC regulations, a permit is not required for single-
family homes. As Joe, Jeff, and Kathy can support, it has been rather challenging
educating Mr. Forsi, Mr. San Juan, and Mr. ByFord on the MOA wastewater disposal permit
requirements. As you can see from the list of comments, a significant amount of work must
be completed in order to meet the minimum requirements in order to obtain an on-site water
and wastewater disposal system permit. I can understand the frustration of the property
owner and excavating contractor, but at no time did I make any of the comments that they
allege I made.
-----Original Message -----
From: Thompson, Ron J.
Sent: Tuesday, October 18, 2005 1:23 PM
To: Makela, Julie A
Subject: FW: Roger San Juan, homeowner, and Eddie Buyford, contractor (from Soldotna) ---
ONSITE SEWER PERMIT REQUEST
Importance: High
Please respond to me Asap. Thanks Ron
-----Original Message -----
From: Budd, Nellen R.
Sent: Monday, October 17, 2005 1:14 PM
To: Thompson, Ron J.
Cc: LeBlanc, Denis C.; Begich, Mark P.
Subject: Roger San Juan, homeowner, and Eddie Buyford,
ONSITE SEWER PERMIT REQUEST
Importance: High
contractor (from Soldotna) ---
I received a call from both gentlemen regarding Mr. San Juan's property, Lot 3 B1 1 Rabbit
Creek View Subdivision. Both individuals are very unhappy with the way Julie Makela has
been dealing with them for the past two months. They have done all that she has asked for
and more but to no avail. They want to talk to the Mayor TODAY to ask for assistance and
request that Julie be taken off their case because they believe she's not being fair.
Just an example of their frustration, the engineer, Ted Forsi, who also lives in Soldotna
was supposed to meet with Julie last Tuesday. Mr. Forsi was already on the plane to
Anchorage when she made a last minute phone call to cancel the meeting. Mr. Forsi did
other business and went back to Soldotna. A rescheduled meeting was planned for Thursday
which was also cancelled. Finally, they met Friday but still the permit was not issued
because she has not gone to the property to check on the monitor tubes which she asked to
be placed wo weeks ago. The contractor wanted to be part of the meeting but Julie refused
to let him and wanted the homeowner to be present instead. Mr. Buyford told her that "I am
the contractor" but it did not make any difference. They have asked her to have her
supervisor present which she said she will but when she met with them she was alone and
said that "I'm the acting supervisor."
Mr. Buyford said that Julie told him "if you don't like the way I'm doing, I have the
authority to let you wait 12 months." He asked her to show him in black and white a copy
of that ordinance but she did not produce the paper. Julie allegedly is very unhelpful
and purposely hold things until the last day.
Another sample is the perk pipes. The MOA requires only one but the contractor put two
but she asked for a third one.
Mr. San Juan mentioned that she has given them false, misleading information. Julie made
a comment to him, "you might as well forget it, just walk away from that lot." Mr. SJ
does not understand, because of Julie's comment, why he cannot build his home when there
are houses on either side of his property. Another instance, when Mr. SJ was with his
engineer, Julie point blank asked him "are you going to live here or sell it?" He and the
engineer looked at one another because both thought the question was irrelevant but he
answered "I will live on the property."
During the meeting last Friday, Julie showed them an aerial map and told them "there's a
creek behind the property." Mr. SJ and Mr. Forsi proceeded to the individual who knows
about the maps and was told there is/was no creek behind the property and that he told
Julie that beforehand.
Ron, this is just one side of the story. As you can see, they are just so frustrated with
the way she's dealing with them and the comments she made to either one of them.
Mr. Buyford's numbers are: (c) 907/252-0275; (h) 907/260-7400. Mr. San Juan's number is
952-7209.
2
By the way, the two individuals are going to be sending letters to the mayor about this
application.
Thanks, Ron!
Nellen Regal Budd
Office of the Mayor
907/343-4410
j Parcels—Basic Lavers
Fri Oct 14. Oe:20:47. 2005
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Roth, Dan J.
From: Thompson, Ron J.
Sent: Tuesday, October 25, 2005 4:41 PM
To: Roth, Dan J.
This came from Thede Tobish. Please copy for our meeting tomorrow
It has come to our attention that there is an active wetland violation on Block IV, Lot 3A, Rabbit Creek View Subdivision.
We have reviewed pictures of the site work and we concur that the work done to date would have required a wetland
permit, In this case a General Permit from Planning. Both the earth work and the drainage swales that have been done on
site are jurisdictional activities and require a wetland permit. It is possible that there was originally a creek on this parcel,
which should be determined, and which would affect the wetland authorization. I recommend that Watershed
Management make this creek determination. The Corps has opened a violation file on this site but 1 don't know what
actions they have taken otherwise. It should be noted that this site has been mapped as wetlands since 1982, and the
landowner may well have received notification of wetland permit requirements this year when the Corps reauthorized
Anchorage's General Permits.
Until the Corps violation, the wetland permit, and the determination of whether this site Includes a creek are resolved, we
should not issue Municipal authorizations. Since the Corps actions might restrict, or lead to design changes to the
landowner's plans, we should withhold Municipal permit reviews. Karen and I are available to work with the landowner
once the Corps determines how to proceed. I will update you as necessary.
Municipality of Anchorage
e Development Services Department
Building Safety Division
i Onsite Water and Wastewater Program
4700 Bragaw St
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. n 5-11' 15 Permit Number SW
Property owner(s) 90 fG✓ c-1�4'7,/w7n Day phone 9572.7Za 1
Mailing address
*7_22,
Number of Bedrooms S
Zip Code
C'
Site address dUgQ
JRmre
/(''r
Zip Code
Legal description (Lot, Block & Sub'd.) Le-' V F1#rk / ✓ R'L6kf Lmee,(- ✓/a+ 54--(
Legal description (Section, Township & Range)
Lot Size 361 7 X Acre
q.Ft
Number of Bedrooms S
THIS APPLICATION IS FOR:
Sewer Only
❑
Well Only r]
Sewer and Well
®
Watei
,�• _ /
Sewer Upgrade
El"7
4,
THIS PROPERTY CONTAINS:
sa
Hot Tub
❑
Jacuz
Swimming Pool
❑
Water
Therapy Pool
❑
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.
M
(Signature of property owner or authorized agent)
Receipt Number. �� .. Receipt Number.
(Rev. 09/04)
TED J. FORSI PE
CONSULTING ENGINEER
PO BOX 2470
SOLDOTNA, ALASKA 99669
907-260-3115 FAX 907-260-3105
EMAIL: forsienuealaska.net
�q TJX
September,2-2,-2005
Ms. Julie Makcla PE
Municipality of Anchorage
On -Site Septic Department
4700 South Bragaw
Anchorage, AK 99519-6650
Re: Lot 3A, Block 1-V Rabbit Creek View Subdivision Septic System
Dear Ms. Makcla;
C,4A
39 8 ' 3110
Attached please find a soil test log and percolation test report for the above lot. The soils
log show 18 inches of vegetative/organic/peat over approximately 18 inches of gravelly
clay and then several feet of hard packed silty clay gravel mixture. Ground water was
encountered at 5 and one-half feet.
Last fall we completed an earlier test hole that showed water at a depth of 18 inches. At
that time we met with you to discuss the installation of a septic system and you advised
us that no system would be permitted unless the lot showed at least 24 inches of soil that
was not impacted by ground water.
We completed a percolation test for this second test hole and have calculated a pert rate
of 107 minutes per inch. With groundwater at 5 and one-half feet and a pert rate of 107
minutes per inch we have completed the design for a septic system using a 2500 -gallon
Advantex system with a 36 foot by 42 -foot mound system for the effluent. The 2500 -
gallon tank is sized for a 5 -bedroom home or 750 gpd. The mound system is designed
using an application rate of 0.5 gallons/day/112 resulting in a 1500 ft2 sized basal area.
This Advantex system along with the lift station would be supplied by Anchorage Tank
and Welding. Additional information will be provided for the lift station if this system is
approved for installation.
As part of the development of this lot, the owner is also proposing to construct a surface
drainage ditch along the east side of the lot to facilitate the drainage of surface water to
the ditch along Jamie Avenue.
In our conversations you have advised me that this area may not be suitable for an on-site
system based on your experience with other systems failing in the area and the fluctuation
of the ground water levels. We would appreciate any advice or direction for the design of
this system as we acknowledge that the property soils are at a minimal for the
construction of an on-site system.
Thank you for your assistance and we look forward to working with you to develop an
approved septic system for this property. Please let us know if you need additional
information regarding this submittal.
Sincerely,
J4'�' "�e~
Ted J. Forsi PE
Attachments: Site Plan, Soils Log, Pere Test Results
of A(Q%1I
E
Ted J7Fonl, Jr.
�.� No. 3365-E 0�
Qe PROFc35ON«'
ikl/{, - II /-
Pep- Orf✓ ^jee' �N4 at � ZZ, leDS , wC ih5{ti%G�
f -w° Y " P" t fuc P✓c
�rocYiifr . The �l6r�ay
Wt &'- AAZ 0- Y14,/S
art f'�tG K�iy33 �yo.y
f3 c%s�sf i6 T+J+rie
7K6� .196q.iv wt A, A41 1rr%ct
Ail
7--d,
�Z`3a`ab
10'
10'
to,
JAMIE AVE.
FROM
DITCH
-k.# ffala /A
1
ALTERNATE 1--
96'..42' SITE �
1
' IO' MIN.
ALTERNATE
36'x4r SITE
100' MM
%g8�f
TMMd J. fwd. Jr.yW
NOTEI 'k-� pnoFessioti,-
This design Is based on`te%A ole data and
percolation test data from 9/14/05. Final
approval of this proposed system will be
from the MOA On -Site Division
I I
< I
I
I
I
50' MIN. FROM
DRAINAGE DITCH
LIFT STATION
.INE MUST BE INSULATED
)NDER DRIVEWAY
>EPTIC TANK
ADVANIEX
TREATMENT
SYSTEM
-CLEANOUT
TUBES
PROPOSED NEW 5 -BEDROOM
HOME LOCATION
ROGER SANJUAN - OWNER
LOT 3A BLOCK 1V
RABBIT CREEK VIEW SUBDIVISION
Anchorage, AK
PROPOSED/HOUSE/WELL/
SEPTIC LOCATIONS
Tacl J. Forst, P.E.
COn\ulting Enpinsar
9
Beltl�.
ob.41r0
M07) oii 2\011 31 D\ee16
TE, 9/21/04 DRAWN BYs CDESHEETi 1 OF 2
ig
9
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SOIL BORING LOG
LOCATI❑N LOT 3A BLOCK 1V
RABBIT CREEK VIEW SUBDIVISION
BORING NO.
STATION
ELEVATION
1A
0
VEGETATIVE IMT. TOPS=
19-
19
20-
i
21-
21
2
3-
0
��I
23-
4-
4
1. Tod Ford, Jr. ;
24
5-
5
6-
IiQ k �,.•yNo. SJ63365.E�.
�f •� •'t��
tt
j
GRMMD WATER
7--
7
GRDUID WATER SD_TY/CIAY L GRAVEL
oa./a L GP)
8
9
10
11
GRDIMD WATER
DW
,�•.n
..
12
13
14
17
18-
8
19-
19
20-
21-
21
22-
2223
23-
1. Tod Ford, Jr. ;
24
IiQ k �,.•yNo. SJ63365.E�.
�f •� •'t��
tt
25
DATE 9114105
BY CDE
B❑RING NO,
STATION
ELEVATI❑N
TED 3. FORSI, P.E. PROJECT
"WSU.TING M=Nnit PROJECT
2AI N.
ASMSOLDOTRtiAK.wx
PAGE NO.
soI
NO.
5. A shallow absorption trench need not be straight but must parallel the contour
lines of the ground surface.
H. Absorption beds.
1. The absorption area required for an absorption bed must be computed by
multiplying the number of bedrooms by 150 gallons per day per bedroom and
dividing by the bed application rate In gallons per day per square foot derived
from table 1 of subsection CA of this section. In calculating the absorption area
required for an absorption bed. only the bottom area of the absorption bed may
be considered as absorption area. The soil layer used for the absorption area
must be a minimum of 24 inches thick below the bottom of the gravel.
2. The bed bottom must be within two Inches of levet.
3. An absorption bed may not be Instated on a ground surface slope greater than
ten percent.
4. The width of an absorption bed must not exceed 15 feet without approval from
the department.
S. The perforated distribution pipes used in an absorption bed must be no more
than six feet apart. The distance between the outermost perforated distribution
pipes and the sidewall of the absorption bed must be no more than three feet.
I. Mound systems. Mound systems must be designed by an engineer and constructed to
meet or exceed the following standards:
1. Any peat or organic matter must be removed from the elevated mound site;
2. Sufficient filtering material as described In subsection D of this section must be
placed on top of the accepting stratum of native soil to create a combined total
separation from the water table or impermeable strata which equals or exceeds
those standards set out In subsection A of this section. The unsaturated
accepting stratum must be a minimum of 24 Inches thick;
3. The absorption area required for a mound system must be computed In the same
way as for an absorption bed. except that the percolation rate used for
calculating the absorption area needed for an elevated mound system must be
the percolation rate of the accepting stratum of natural soil or the percolation rate
of the filtering sand, whichever requires the larger area;
4. The side slope of the top layer of the mound system exclusive of topsoil must not
be steeper than 33 percent;
5. A mound system must function so as to ensure that all treated effluent Is
contained within the mound area and absorbed Into the intended accepting sol
stratum;
6. The upper six Inches of a mound system must consist of top soil; and
7. The mound must be vegetated sufficiently to prevent erosion.
(AO No. 86.21; AO No. 90-48(S-1))
operation in the event that one pump fails, the pumps shall be installed in such a
manner so as to provide the continuous operation automatically.
4. The control panel and electrical panel shall be outside or in a location visible and
accessible to the system maintainer and municipality personnel.
C. Accessibility. The design of a system shall include provisions to provide access to all
components that require maintenance and repair or observation.
D. Anchoring system components. A treatment tank or holding component to be installed In
an area subject to saturated conditions shall be installed so as to prevent flotation.
E. Frost protection. All system components shall be designed for protection from freezing
temperatures that could detrimentally affect component operation.
F. Disposal field sizing. Wastewater disposal fields shalt be sized according to the
requirements of the following table:
EFFLUENT APPLICATION RATES
TABLEINSET:
Sal Pawlatbn
Rate (mints.)
CateM I
Trench
Category 1
Bed
cowm 8
System
Category 81
System
1-5
1.2 gelldayl82
0.8 gall*/ 2
4 gdldryfll2
6 gdJdayM2
6"15
0.8 gwk*i l2
0.5 g U*/ft2
3 gdfdayM2
5 gdld9yM2
16-M
0.6 gdldr#g
0.4 gdJday182
2 gOdRyM2
4 gdJ9yM2
31-60
0.45 gWdsylg
10.3 gdldeyM2
I 1 gdMayM2
2
60-120
WA
IWA
10.5 gd.ldap 12
0.5 gath 2
G. The above application rates for Category II and Category III systems are valid for
systems using a discharge pump or timed dosage only. Category 11 and Category III
systems using gravity feed without timed dosage shall be allowed 50 percent of the
above application rates.
H. All categories must use a sand filter layer in gravel soils that have a percolation rate of
less than one minute per inch.
1. System rating. Ali AWWTS evaluated by the performance standards of this section shalt
have a category rating assigned by the department The rating shall be determined by
the sampling results, and the category limitations.
J. The discharge of domestic wastewater to the ground surface is prohibited, Including
wastewater treated by any advanced treatment technology.
(AO No. 2002-177, § 2.2-14-03)
16.66.360 Maintenance and repair.
A. Genera/. Due to the potential for degrading surface water and ground water quality or
jeopardizing the public health, or both, routine maintenance and repair of AVWViS is
uvL }1,15
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