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PELENOR SUBDIVISION LOTS 1-10, TRACTS F-2 & F-3
Soils Report
Engineer's Soils Report
PELENOR SUBDIVISION
LOTS 1-10
TRACTS F-2 & F-3
S12380
Municipality of Anchorage
Prepared for:
Michael Wight
4201 O'Malley Road
Anchorage, AK 99507
Prepared By:
Pannone Engineering Services, LLC
P.O. Box 100217
Anchorage, AK 99510
Submitted By:
*:'48
....• •
�'anriope
CE 8149
Steven R. Pannone, P.E.
Principal, Civil Engineer
06/28/2019
PELENOR SUBDIVISION LOTS 1-10, TRACTS F-2 & F-3
Soils Report
Engineering Report
Project Description
This soils report is to identify the suitability of the soils on the lot for an on-site septic system.
The subject lots are the proposed subdivision of Pelenor Subdivision Lots 1-10 and Tracts F-2 & F-3.This
report will detail the soils encountered during the soils investigation, existing topography, impact to
surrounding wells and septic system and the suitability of the soils encountered for the use of an on-site
wastewater disposal system and water supply system.The lots range from approximately 1.1 acres to
5.8 acres in size. With the exception of work currently being done on the proposed Lot, jcurren,tIv Lot-Z
Tract D) and existing structures on proposed Tracts F-2 and F-3 (currently Tract F-1)the lots are currently /Ic,
undeveloped. PE5
Soils Investigation
Pannone Engineering Services performed a soils investigation on May 23, 2017,July 22, 2017 and on July
28, 2017 throughout the subdivision. Additional test holes were conducted in May of 2019.The test pits
were excavated by the homeowner and were excavated to the maximum extent of the excavator or
until refusal. The test pits revealed a variety of soils as shown on the attached Soils Logs for each of the
proposed subdivision lots. High ground water monitoring for a seven-day period was conducted in
either May or October accordingly.
Topography
The lot is characterized sloping terrain and large portions being level. In general,the entire property
starts sloping down from the southern property line to the north property line (see attached subdivision
site plan). There are areas running laterally from east to west that have elevation changes which result
in grades over 25%.
Existing water and wastewater systems
The lots is currently undeveloped with the exception of proposed Lot 2 (currently Tract D). There are
developed lots along the south of the lots.The existing water supply systems are private wells and have
a 100-foot protective radius around them (i.e. a new wastewater disposal system may not be located
less than 100 feet from these private water wells.)The documented wells are far enough back on the lot
that their protective well radiuses do not affect the proposed subdivision lots.
Surface water
There is no major bodies of surface water within 200 feet of the proposed septic area. There are
ephemeral drainage ditches along the existing road and in other areas of the property.
Engineering Criteria
The soils in this area are typically Hydrologic Soils Group A which contains organics generally underlain
by gravel and sand. PES conducted fifteen percolation tests on the proposed lots and found a
percolation rate varying from less than one minute per inch (<1.0 mpi)to fifty eight and one tenth
minutes per inch (58.1mpi). The soil composition and percolation rate confirms the soil classification of
HSG A. Seven day water monitoring was performed on all test holes in either May or October seasonal
high months.
Based upon the soil test results there are several options for systems that could be installed on all of the
lots. There are no steep areas within the respective reserve areas.
PELENOR SUBDIVISION LOTS 1-10, TRACTS F-2 & F-3
Soils Report
The table below has the test hole depths, percolation rates and depth to ground water on each
perspective lot in the subdivision.
GROUND H2O
LOT TH 4 TH DEPTH PERC RATE LEVEL REQUIRED RES AREA
1 TH1707-01 14.0 <1.0 11.0 12000.0
1 TH1707-02 14.0 14.7 6.0 14000.0
2 TH1707-03A 14.0 1.0 DRY 10000.0
2 TH1707-038 16.0 1.8 16.0 10000.0
3 TH1707-04 16.0 1.8 DRY 10000.0
4 TH1707-05 14.0 2.5 13.5 10000.0
4 TH1707-06 14.0 3.8 11.5 10000.0
5 TH1905-05 11.0 1.2 6.5 10000.0
6 TH1905-06 9.0 58.1 3.0 16000.0
6 TH1707-07 14.0 6.3 13.5 12000.0
7 TH1707-08 14.0 <1.0 3.0 12000.0
8 TH1707-09 18.0 2.5 DRY 10000.0
9 TI-I1707-10 11.0 9.8 6.5 12000.0
10 TH1905-10 10.0 1.0 6.0 10000.0
F-3 TH1707-F3 15.0 <1.0 13.5 12000.0
Site Information
The Municipality of Anchorage (Moa) Regulations (15.65)govern for single-family homes.These
regulations require a minimum of four(4)feet vertical separation between the bottom of a soil
absorption system and ground water for a conventional wastewater disposal system, six feet (6')to
bedrock or other impermeable layers (tight silts and clays) and must be located greater than 100 feet
horizontally from any surface water(Creeks and ponds). Additionally, the accepting soils must have a
percolation rate of less than 120 minutes per inch.A lot must have room for a primary and reserve soil
absorption system.
Water Availability
There is availability for a private water system on the lot. A survey of the well data from the
surrounding lots is provided on the table below. Data shows ample water availability in the lots •
surrounding the above referenced lot.
Legal Description Well Depth Well Production Static Water Level
BERNARD B2 LG2 340' 3gpm 55'
BERNARD B2 LG1 300' 2gpm 23'
BERNARD B2 L14A 300' 3gpm 20'
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SOILS LOG — PERCOLATION TEST
TH1707-01
TOPSOIL SLOPE �•mpi. Sr PLAN
OR ..
1 Brown Silty
GM/SM SAND & i'
2 GRAVEL
3 \ _________....m....,. I A
[5
�
4 ` MM�MIP
5 \
6
X TEST III
7 SM/GM GRAY SANDY HOLE TH17.7-01
GRAVEL
8
SEPTIC RESER '
9 T 1 AREA
41
�•� ` 000SF
10 0 01AUG17 :r WELL P --
..��•,_:..�.n
�- •
11 — 25OCT17 -��_-
12 BERNA'D BRMIAIIIIIIIMIK
13
SLOPE
14 WAS GROUND WATER
BOH ENCOUNTERED? Y
DATE PERFORMED: 22JUL17 TH 1
IF YES, AT WHAT
DEPTH? —11.0— X
DEPTH TO WATER AFTER
MONITORING? — 11.0 —
DATE: 01AUG2017
11.0' 250CT2017
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE <1 (min/inch)
READING
(Hydrologic Soils Group: HSG A)
1 22JUL17 1600 5.900" • PERC HOLE DIAMETER 6"
2 1601 1 MIN 11.900" 6.0" <1.0 • TEST RUN BETWEEN 3 FT AND 4 FT.
3 1602 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 1603 1 MIN 11.900" 6.0" <1.0
5 1604 5.900"
6 1605 1 MIN 11.900" 6.0" <1.0
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC of Doos/22/20,7
SOILS TEST FOR SUBDIVISON P.O. BOX 102954 ANCHORAGE, AK 99510 '4''"'-''1'}1j�.
PHONE (907) 272-8218 FAX (907) 272-8211 �p'*•• �4, '•� Scale
*I . it ;•.,,\ • * 1'=100'
_ BERNARD ADDN B1 L1 `�_ r" , • "' P.I.D. NO
SITE: NHN BERNARD RD "$even i�. -anno�e
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS CE 8149 ; PERMIT NO.
v,; OSPXXXXXX
4201 O'MALLEY ROAD `s ', '''`'''"
SOILS LOGS Sheet
ANCHORAGE, AK 99507 �� 2 OF 13
SOILS LOG — PERCOLATION TEST
TH1707-02
TOPSOIL SLOPE SITE PLA`
OR
1
2
it
3 1---"-----
4
5
6 — 7 01AUG17 TH1707-0
— 250CT17 X TEST
7 SM/GM GRAY SILTY HOLE SEPTIC RESERVE
SANDY AREA
8 GRAVEL 14,000SF
9
10 \ -____ LOT 2
254,327SF
11 /
12 /—� T ,,�4 -0.
13
SLOPE
14 WAS GROUND WATER
BOH ENCOUNTERED? Y
DATE PERFORMED: 22JUL17 TH 1
IF YES, AT WHAT
DEPTH? —6.0— X
DEPTH TO WATER AFTER
MONITORING? — 6.0 —
DATE: 01 AUG2017
6.0' 250CT17
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 14.7 (min/inch)
READING
(Hydrologic Soils Group: HSG A)
1 22JUL17 1615 5.900" • PERC HOLE DIAMETER 6"
2 1625 10 MIN 7.865" 1.965" 5.1 • TEST RUN BETWEEN 2 FT AND 3 FT.
3 1626 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 1636 10 MIN 6.600" 0.700" 14.3
5 1637 5.900"
6 1647 10 MIN 6.580" 0.680" 14.7
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC \
D08/22/2017
SOILS TEST FOR SUBDIVISON P.O. BOX 102954 ANCHORAGE, AK 99510 •'•••
PHONE (907) 272-8218 FAX (907) 272-8211 �/4;••.• Scale
•••1i .* 1'=100'
® �,� •••• P.I.D. NO
BERNARD ADDN B1 L2 •� `��� .. •..•.
SITE: NHN BERNARD RD —*even IZ. -anno�e PERMIT NO.
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS ;,•. , CE 8149 OSPxxxxxx
•3 v.10/26/201.7
4201 O'MALLEY ROAD ;��•.. Sheet
SOILS LOGS ANCHORAGE, AK 99507 3 OF 13
i
SOILS LOG - PERCOLATION TEST
TH1707-04
TOPSOIL SLOPE SIT PLAN
OR
1
2 , i_
WELL (P)_ I WELL P "i;
3 — ..,:.....__*.....,...._.
4
5
6 )
TEST
7 SM/GM BROWN SILTY HOLE TH170704
SANDY SEPTIC RESERVE LOT 5
8 GRAVEL AREA 4
10,000SF 45,308SF
9 LOT 4
44,491 SF TH1709-0'1-ROAD
10 7
-R•.1
11
12
13
SLOPE
14 WAS GROUND WATER
ENCOUNTERED? N
15 TH 1
IF YES, AT WHAT
16 DEPTH? -NA- X
DEPTH TO WATER AFTER
BOH
DATE PERFORMED: 22JUL17 MONITORING? - NA -
DATE: 01 AUG2017
NA 250CT17
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 1.8 (min/inch)
READING (Hydrologic Soils Group: HSG A)
1 22JUL17 1515 5.900" • PERC HOLE DIAMETER 6"
2 1525 10 MIN 11.695" 5.795" 1.7 • TEST RUN BETWEEN 5.5 FT AND 6.5 FT.
3 1526 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 1536 10 MIN 11.415" 5.515" 1.8
5 1537 5.900"
6 1547 10 MIN 11.405" 5.505" 1.8
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC ��� Dote
SOILS TEST FOR SUBDIVISON P.O. BOX 102954 ANCHORAGE, AK 99510 O. ��- 08/22/2017
PHONE (907) 272-8218 FAX (907) 272-8211 t: •• �4, Scale
*; 1. / %* 1'=100'
BERNARD ADDN B1 L4 � •lip 49 "•• P.I.D. NO
SITE: NHN BERNARD RD "33even ". 0annope
PERMIT NO.
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS . CE 8149
4201 O'MALLEY ROAD
.4
DRAWN
°. ShoePxxxxxx
et
SOILS LOGS ANCHORAGE, AK 99507
6 OF 13
I
SOILS LOG — PERCOLATION TEST
TH1707-05
TOPSOIL SLOPE SITE PLAN
OR
1
2
WELL ::' N
3 -
4
5
6 TEST SEPTIC RESERVE
HOLE AREA
7 SM/GM BROWN SILTY 704 TH 707-05 10,000SF
SANDY '11C RESERII€ LOT 5
8 GRAVEL EA
D00SF 45,308SF SEPTIC RESER A TH1:
9 AREA A
TH1709-001-R•A• 10,000SF
10 Alibi
TH1:
11 11111 BERNARD Dri
12
1
13
V 750CT17 SLOPE
14 — — WAS GROUND WATER
BOH ENCOUNTERED? N
DATE PERFORMED: 22JUL17 TH 1
IF YES. AT WHAT
DEPTH? -NA- X
DEPTH TO WATER AFTER
MONITORING? - NA -
DATE: O1 AUG2017
13.5' 25OCT17
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 2.5 (min/Inch)
READING
(Hydrologic Soils Group: HSG A)
1 22JUL17 1415 5.900" • PERC HOLE DIAMETER 6"
2 1425 10 MIN 10.270" 4.4" 2.3 • TEST RUN BETWEEN 5.0 FT AND 6.0 FT.
3 1426 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 1436 10 MIN 9.799" 3.9" 2.6
5 1437 5.900"
6 1447 10 MIN 9.870" 3.9" 2.5
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC OF Dote
08/22/2017
SOILS TEST FOR SUBDIVISON P.O. BOX 102954 ANCHORAGE, AK 99510 •'"""'•
PHONE (907) 272-8218 FAX (907) 272-8211 4P"". i Scale
*"• 1ii
��* P.I.D.1'NO00
BERNARD ADDN B1 L5 ••
•SITE: NHN BERNARD RD "��even"I�. �an41a
nore PERMIT NO.
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS CE 8149 osPxxxxxx
SOILS LOGS 4201 O'MALLEY ROAD o;"•.••• .• ' Sheet
ANCHORAGE, AK 99507 �� 7 OF 13
SOILS LOG — PERCOLATION TEST
TH1707-06
TOPSOIL SLOPE SITE PL
OR
1
2 --
iff�� WELL P • in'
3 SM/Gm ORANGE ql
SILTY SANDY -----_____-
4 GRAVEL
5r 0
ji SEPTIC RESER
6 AREA
707-05 10,000SF LOT 6
., 41
7 SM/GM BROWN SILTY 45,944SF
SANDY
8 GRAVEL SEPTIC RESER TH1 07-061
AREA
9 X TEST 10,000SF ` �
HOLE IMIIIIIIIIIIIIIII '""m",' 1
10 TH 707-:OAS TWO
II BERNARD Drive
......
11
......
25DGT17
12 — 7= %Or
AM
I ,_1
13
WAS GROUND WATER SLOPE
14
BOH ENCOUNTERED? Y
DATE PERFORMED: 22JUL17 TH 1
IF YES. AT WHAT
DEPTH? -12- X
DEPTH TO WATER AFTER
MONITORING? - 12 -
DATE: 01 AUG2017
11.5' 250CT17
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 3.8 (min/inch)
READING
(Hydrologic Soils Group: HSG A)
1 22JUL17 1315 - 5.900" • PERC HOLE DIAMETER 6"
2 1325 10 MIN 9.086" 3.2" 3.1 • TEST RUN BETWEEN 5.0 FT AND 6.0 FT.
3 1326 5.900" - • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 1336 10 MIN 8.480" 2.6" 3.8
5 1337 5.900"
6 1347 10 MIN 8.480" 2.6" 3.8
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC Dote
SOILS TEST FOR SUBDIVISON 9I4•t� 08/22/2017
P.O. BOX 102954 ANCHORAGE, AK 99510 �p'�'•• "'•''i1�
PHONE (907) 272-8218 FAX (907) 272-8211 �"•• , Scole
' *.' . • I. �� •.* 1'=100'
's BERNARD ADDN B1 L6 �a�''f "' -P.I.D. NO
SITE: NHN BERNARD RD Yeven A. •annore
PERMIT NO.
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS CE 8149 ;
v;•,�.., OSPXXXXXX
4201 O'MALLEY ROAD
SOILS LOGS Sheet
ANCHORAGE, AK 99507 �� 8 OF 13
TH1707-07 SOILS LOG — PERCOLATION TEST
OR
TOPSOIL SLOPE SITE PLAN ��
1
SP SILTY SANDY
2 ELL (P),-*'°
OR ORGANIC 1
4 '
f---
6 _OT 6
7 SM SILTY SANDY 45,944SF .1707-07 LDT
W/ COBBLES 1-06 . •41
8
RESERVE WELL (P)�°-'
9 X TEST AL
�___--r
HOLE 7-R•Ai 4Y/..::
10 e �_ N_ -
11 Lrilill
liTiW
12
7
13
.25OCT17 SLOPE
14 V— WAS GROUND WATER
BOH — ENCOUNTERED? Y
DATE PERFORMED: 01AUG17 TH 1
IF YES, AT WHAT
DEPTH? -14- X
DEPTH TO WATER AFTER
MONITORING? - 14 -
DATE: 08AUG2017
13.5' 250CT17
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 6.3 (min/inch)
READING
(Hydrologic Soils Group: HSG A)
1 22JUL17 0900 5.900" - • PERC HOLE DIAMETER 6"
2 0910 10 MIN 7.998" 2.1" 4.8 • TEST RUN BETWEEN 5.0 FT AND 6.0 FT.
3 0911 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 0921 10 MIN 7.477" 1.6" 6.3
5 0922 5.900"
6 0932 10 MIN 7.420" 1.6" 6.3
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: Pt11r1�101�lr. ENG SVC, LLC \ Date
SOILS TEST FOR SUBDIVISON 08/22/2017
P.O. BOX 102954 ANCHORAGE, AK 99510 �'�'••''PHONE (907) 272-8218 FAX (907) 272-8211 ••4,%. Scale
*149 N ':* 1'=100'
BERNARD ADDN B1 L7 iii.� P.I.D. NO
SITE: NHN BERNARD RD •Woven '12.'Pannore `PERMIT NO.
DRAWN JRL CE 8149
MICHAEL WIGHT & RACHEL CUMMINGS •• osPxxxxxx
4201 O'MALLEY ROAD � ••J•...) . 'L� Sheet
SOILS LOGS ANCHORAGE, AK 99507 �� t " 9 OF 13
SOILS LOG — PERCOLATION TEST
TH1707-08 -
SLOPE 'vwvvJr
S I, N
OR TOPSOIL 4�E�4A4SF
RESER TH1707-0
2
.._, /, Am=
3 �250CT17 17$7-R•A• UNEYi7_��
BERNARD Drive
4
5 == s
TESTwe6 HOLE
7 BROWN SILTY , • •'
SANDY WELL (P)�°
8 GRAVEL
•11C RES ARP C RESERII/�
9 • r , SF
- 00, . 12,000SF
10 /
11 01AUG17 �'�—'�
12 Vbilmi ��
13 22JUL17 --
SLOPE
14 WAS GROUND WATER
BOH ENCOUNTERED? Y
DATE PERFORMED: 22JUL17 TH 1
IF YES, AT WHAT
DEPTH? -12- X
DEPTH TO WATER AFTER
MONITORING? - 10 -
DATE: 01 AUG2017
3' 250CT17
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE <1.0 (min/inch)
READING
(Hydrologic Soils Group: HSG A)
1 22JUL17 1300 5.900" • PERC HOLE DIAMETER 6"
2 1301 0.5 MIN 11.900" 6.0" <1.0 • TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
3 1302 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 1303 0.5 MIN 11.900" 6.0" <1.0
5 1304 5.900"
6 1305 0.5 MIN 11.900" 6.0" <1.0
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC Date
SOILS TEST FOR SUBDIVISON P.O. BOX 102954 ANCHORAGE, AK 99510 l�G.� 08/22/2017
PHONE (907) 272-8218 FAX (907) 272-8211 4 Scale
*;' • • li 1'=100'
•••• tri 1� ��
BERNARD ADDN B1 L8 �� ►� "" / P.I.D. NO
SITE: NHN BERNARD RD tteverfl A. -annore PERMIT NO.
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS ;,".• CE 8149 OSPXXXXXX
SOILS LOGS 4201 O'MALLEY ROAD 0;.,;•.. •• Sheet
ANCHORAGE, AK 99507 •.. 10 OF 13
rH1707-09 SOILS LOG - PERCOLATION TEST
TOPSOIL SLOPE ()SF • SIT: .' A RN T 1"•7-
OR 10,000SF
1TH171•-••1-R•A•
Mell0111111111111111111
IH1707
2 NI BERNA SI: Drive
3 J
wominiimummi
4
�� -
5
riff
TEST TI-1707-06 HOLE
imPooi.97 SM/GM BROWN SILTYSANDY 1 EPTIC RES-1" -,p I
GRAVEL AR •
8 WELL (P)__-° 0,00• • 12,001
9 . • •
44,039
10 •
11 Alliiilliggil -
Alb' -.0111111111111110.1111r
12 _
13
WAS GROUND WATER SLOPE
14 ENCOUNTERED? N
15 TH 1
IF YES, AT WHAT
16 DEPTH? —NA— x
17 DEPTH TO WATER AFTER
MONITORING? — NA —
18 DATE: 01 AUG2017
BOH NA 250CT17
DATE PERFORMED: 22JUL17
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 2.5 (min/inch)
READING
(Hydrologic Soils Group: HSG A)
1 22JUL17 1200 5.900" _ • PERC HOLE DIAMETER 6"
2 1210 10 MIN 10.280" 4.4" 2.3 • TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
3 1211 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 1221 10 MIN 9.809" 3.9" 2.6
5 1222 5.900"
6 1231 10 MIN 9.880" 3.9" 2.5
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLCDate
SOILS TEST FOR SUBDIVISON P.O. BOX 102954 ANCHORAGE, AK 99510 G - os/22/2017
PHONE (907) 272-8218 FAX (907) 272-8211 d• 4: 'Scale
*.• ..• 1; •••* 1'=100' .
BERNARD ADDN B1 L9 .... .vs
••• P.I.D. NO
SITE: N H N BERNARD RD " ••gu• {t, 1-49 bnmilia
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS .� PERMIT NO.
'�Dv:6 6/76/2T)1• OSPXXXXXX
SOILS LOGS 4201 O'MALLEY ROAD Sheet
ANCHORAGE, AK 99507 111 OF 13
rH1707-10 SOILS LOG — PERCOLATION TEST
SLOPE 1 J str4,P4gN1 SF 1---• I Ini/VV-LJu!4
OR
TOPSOIL 3,613SF
1 TH171•-•I -R•AI
2 Irla ^I
il
3 BROWN SILTY
SM/GM SANDY 111111,
4 GRAVEL iiik
•Ir
5TH1 +07-1• '
TEST
6 V 25OCT17 HOLE
7 V- WELL (P)
SEP11C R - ' , .
8 A' •
,000SF
9 LOT 1
10 45,548 .F i
llb-
11 -
BOH C W P • ....0.1.-1
DATE PERFORMED: 22JUL17
SLOPE
WAS GROUND WATER
ENCOUNTERED? Y
TH 1
IF YES, AT WHAT
DEPTH? —7.0— X
DEPTH TO WATER AFTER
MONITORING? — 7.0 —
DATE: 1 AUG2017
6.5' 250CT17
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 9.8 (min/inch)
READING
(Hydrologic Soils Group: HSG A)
1 22JUL17 1200 5.900•' • PERC HOLE DIAMETER 6"
2 1210 10 MIN 7.598" 1.698" 5.9 • TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
3 1211 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 1221 10 MIN 6.977" 1.077" 9.3
5 1222 5.900"
6 1231 10 MIN 6.920" I 1.020" 1 9.8
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC Dote
SOILS TEST FOR SUBDIVISON P.O. BOX 102954 ANCHORAGE, AK 99510 P•(�G. :48L os/22/tot 7
PHONE (907) 272-8218 FAX (907) 272-8211 c• 1 "''� Scale
*149 �.�'' * 1'=100'
BERNARD ADDN B1 L10 "' •- ����' "• P•I.D .•
SITE: NHN BERNARD RD 3even'12. "annore PERMIT NO.
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS CE 8149
• OSPXXXXXX
4201 O'MALLEY ROAD REv:10/2s/2oi�
'
SOILS LOGS :, �. .,•.,V" Sheet
ANCHORAGE, AK 99507 ' RF�"� 12 OF 13
rH1707—F3 SOILS LOG — PERCOLATION TEST
TOPSOIL SLOPE `— f
OR BERN='D D
1
2 SP/GP BROWN SILTY • �— �� �� �^/�
SANDY � ����_
3 GRAVEL �"
TH1 _
4
1�'
5 ORe,
TEST
0
6 HOLE
TR: TF-
7
SEP ',,,:,004 .
' AREA
8 ;x,10;
9
Gy)/
10 BROWN SILTY :_/
SM/GM SANDY ;
11 GRAVEL I
WELL
12 1
13
7250CT17 SLOPE
14 — 0— WAS GROUND WATER
= ENCOUNTERED? Y
15 TH 1
BOH IF YES. AT WHAT
DATE PERFORMED: 28JUL17 DEPTH? —14.0— x
DEPTH TO WATER AFTER
MONITORING? — 14.0 —
DATE: 9AUG2017
13.5 250CT17
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE <1.0 (min/inch)
READING
(Hydrologic Soils Group: HSG A)
1 28JUL17 0900 5.900" • PERC HOLE DIAMETER 6"
2 0903 2.92 MIN 11.900" 6.0" <1.0 • TEST RUN BETWEEN 6.5 FT AND 7.5 FT.
3 0904 5.900" • TEST RUN FOR OVER AN HOUR, LAST
• THREE READINGS PROVIDED.
4 0907 3.07 MIN 11.900" 6.0" <1.0
5 0908 5.900"
6 0911 3.07 MIN 11.900" 6.0" <1.0
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
• NOTES: PANNONE �T SVC, LLC Date
SOILS TEST FOR SUBDIVISON Pti1V1 ONE ENG •• 08/22/2017
P.O. BOX 102954 ANCHORAGE, AK 99510 •' •
PHONE (907) 272-8218 FAX (907) 272-8211 1 Scale
*;' 14.1i; ;* 1'=100'
•••• " ••• P.I.D. NO
BERNARD ADDN B2 F3
SITE: NHN BERNARD RD 41even A. -bnnaie' PERMIT NO.
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS , .,�,, CE 8149 , OSPxxxxxx
t /20/201f
SOILS LOGS 4201 O'MALLEY ROAD >;��• ,, Sheet
tlioesi -
ANCHORAGE, AK 995071 • 13 OF 13
TH1905-05 SOILS LOG - PERCOLATION TEST
OR TOPSOIL SLOPE / SITE PLN \\ \\
1 1 WELL (P) , ' ''
WELLL •
''
2 5 o4sf_ I - -
3 BROWN SILTY l- _ 43,826 sf- - N -
SANDY —
4 SM/GM GRAVEL
)--
•-•..
I \ • 1 +
"---,it. t/: v,
or
;.t i ;07. i
5 TEST ) :.\ ¢1
.' � - -
6 HOLE SEPTIC R: ERyE/ " �
p29MAY19 - - - ,REAS ` , o 'TH1707-
7 - TH17$7-e. 10,000l -
TH19C
8
10 _
'y`"
11 - y
BOH /
DATE PERFORMED: 22MAY19 `- - I
Tr1707-n8 t
SLOPE
WAS GROUND WATER
ENCOUNTERED? Y
TH 1
IF YES. AT WHAT
DEPTH? -6.5- X
DEPTH TO WATER AFTER
MONITORING? - 6.5 -
DATE: 29MAY19
WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 1.2 (min/Inch)
READING (Hydrologic Soils Group: HSG A)
1 22MAY19 5.900" • PERC HOLE DIAMETER 6"
2 6.6 MIN 11.900" 6.0" 1.1 • TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
3 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 7.2 MIN 11.900" 6.0" 1.2
5 5.900"
6 7.2 MIN 11.900" 6.0" 1.2
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC I Dote
SOILS TEST FOR SUBDIVISON . P.O. BOX 102954 ANCHORAGE, AK 99510 I �4°F 06/02/2019
PHONE (907) 272-8218 FAX (907) 272-8211 •••• �•••• Scale
*;49 tI i .* 1'-100'
PELANOR SUBDIVISION L10 •"'• P.I.D.'1 NO
SITE: NHN BERNARD RD .
-.• •annone PERMIT NO
DRAWN JRL MICHAEL WIGHT (Sc RACHEL CUMMINGS yrt.• CE 8149S12380
SOILS LOGS 4201 O'MALLEY ROAD ,,:, ,� Sheet
ANCHORAGE, AK 99507 1 OF 3
TH1905-06 SOILS LOG — PERCOLATION TEST
TOPSOIL SLOPE \ tic`/'`SIITE PLAN
ML . —
OR -- �- '1
2 WELL CPI/ ~ � � � — Lot 6 N -
3 ML p29MAY19 �Z =n� _ - _ - _ 68,4771f
k
SM/GM _
• Q
4 BROWN SILTY / \ ,'`" _ / - - - /1
SANDY ,,/:' a'd's `�
5 GRAVEL _ \1' Lt
TEST — l r
6 HOLE ) ,'' -�' — SEPTIC RESE _R
RVEEA JLI-
//�?rr'' 16,0005E-
c.
7 H 717 7 —
g ,' - --- TH1905-06 _ -
__ . - �.. _ �Q
9 BOH \" - -- ..-- . - - ,.r _ . .- -- - _ _. .-.�_
DATE PERFORMED: 22MAY19 — — —
_z _ _ _ $_er-acre} — — —
"-- r� Drive, =
WAS GROUND WATER SLOPE
ENCOUNTERED? Y
TH 1
IF YES. AT WHAT
DEPTH? —3.0— X
DEPTH TO WATER AFTER
MONITORING? — 3.0 —
DATE: 29MAY19
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 58.1 (min/inch)
READING (Hydrologic Soils Group: HSG A)
1 22MAY19 5.900" • PERC HOLE DIAMETER 6"
2 30 MIN 6.431" 0.531" 56.5 • TEST RUN BETWEEN 2.0 FT AND 2.5 FT.
3 5.900" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 30 MIN 6.416" 0.517" 58.1
5 5.900-
6 30 MIN 6.416" 0.516" 58.1
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC
SOILS TEST FOR SUBDIVISON P.O. BOX 102954 ANCHORAGE, AK 99510 ..G,o> F 06/02/2019
—
PHONE (907) 272-8218 FAX (907) 272-8211 �P'• Scale
*.:49 TH /\ ;* 1'=100'
PELENOR SUBDIVISION L10 ""•'i N• P.I.D. NO
SITE: NHN BERNARD RD
DRAWN JRL "" even ft+'anrl0pe PERMIT N0.
MICHAEL WIGHT & RACHEL CUMMINGS • • CE 8149 S12380
SOILS LOGS 4201 O'MALLL I ROAD ? �` Sheet
ANCHORAGE, AK 99507 2 OF 3
TH1905-10 SOILS LOG - PERCOLATION TEST
SLOPE \ , SITE PLAN Lot 2 I
OR TOPSOIL x
*c • '°43:r 92,158 sf •
1 fOa '^''rOTa;.
SM/ML -
2 • .
•
3 BROWN SILTY •
` ` I
/ SANDY 'N tom-. — -
4 SM GM GRAVEL /^\_1 �� -
- --- -aa.!igft.:._ ---7' - ----=......- , __,:.......„......r.
s
TEST )\"
729MAY19 HOLE �j \ ,_ _
\\ — SEPTIC-t'FsSERVE
� �\ THi•+t —1�
SM/ML _ 1s — 'REK ---
- - -
8 �\�� 1I ::+ FP% SEPTIC Rj
- - Z9-Q \` —� / AEA -
9 \ —1 - - < < — ,0006F
' � C \—
10 BON \ \ \ 1 ` —7-- — — �J \ 4c
DATE PERFORMED: 22MAY19 ` 43,E
/ r
_ _
------
�� `�•— WELL (P) °; .�-�- . ---;"✓I r
, t � / ,
SLOPE
WAS GROUND WATER
ENCOUNTERED? Y
TH 1
IF YES, AT WHAT
DEPTH? —6.0— x
DEPTH TO WATER AFTER
MONITORING? - 6.0 -
DATE: 29MAY19
WATER RATE
READING DATE NET TIME LEVEL NET DROP RAPE SOIL TEST RESULTS/ANALYSIS
READING • PERCOLATION RATE 1.0 (min/inch).
1 22MAY19 5.900" (Hydrologic Soils Group: HSG A)
2 5.9 MIN 11.900" 6.0" 0.9 • PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.0 FT AND 4.0 FT.
3 5.900" • TEST RUN FOR OVER AN HOUR, LAST
4 6.1 MIN 11.900" 6.0" 1.0 THREE READINGS PROVIDED.
5 5.900"
6 6.2 MIN 11.900" 6.0" 1.0
COMMENTS:Test hole excavated by the homeowner.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE
LLC Dote
SOILS TEST FOR SUBDIVISON PANNONE ENG SVC, 06/02/2019
P.O. BOX 102954 ANCHORAGE, AK 99510 '�••"'••.,
PHONE (907) 272-8218 FAX (907) 272-8211 �P'• Scale
*/49 X i‘ %.* 1•=too'
PELANOR SUBDIVISION L10 ""• `• P• . I.D. NO
SITE: NHN BERNARD RD '•t}even '�•anriOAe PERMIT NO.
DRAWN JRL MICHAEL WIGHT & RACHEL CUMMINGS , .• CE 8149
•_. S12380
SOILS LOGS 4201 O'MALLEY ROAD .';,� y Sheet
ANCHORAGE, AK 99507 3 OF 3