HomeMy WebLinkAboutSoil Testing Results - 9 TURTLE LANE 11/22/2017 i
TOWN OF NORT11 ANDOVER
C;ol"Innnity & +'coriomic DevelopineW
HEALTH DEPARTMENT
1.20 Mainn Street
RECEIVED NORTH ANDOVER, MASSAC.;HUS1.A"I`S 01845 ,
978.688.9540 Phone
pmo 16 2017 978.688.9542- FAX
� A11 17calthcleptCitorthancloverrna.gov
TCwww.northandovernia.tov
HEPLIH DEPARTMENT
APPLICATION FOR SOILTIESTS
DAT 8-14-17 _.__.._.�.. _...._-_. ____.._. MAP&PARCEL: Map 106B-104
LOCATION OF SOIL,TESTS; 9 Turtle Lane
OWNER: William DurleeContact#: 978-502-4920
APPLICANT:same Contact tt:
ADDRESS: 9 Turtle Lane, North Andover, MA 01845
BN(iINE'Elk: Ben Osgood,Jr.....n _. ._.....-_-._ _._ Contact t 978-435-1324
CERTIFIED SOIL EVALUATOR: Ben Osgood, Jr.
Intended Use of:Land: Residential Subdivision Single Family Home Commercial
Is This: Repair Testing:Yes Undeveloped Lot Testing; Upgrade for Addition:
In the Lake Cochichewick.Watershed? Yes No X
THE FOLLOWING MUST"BE INCLUDED WITH TTI-FORM
)> Proof"of land ownership(Tax bill,or letter from owner permitting test)
8.5"x XX".+Plot plan&I ocatton o 'Test It .rleetse indleate last it sltes on the rlatt
Fee of$5815.00 per lot fot•new construction. '['his covers the minimum two deep holes and
two percolation tests required for each disposal area. Fee of, 4401.00 per lot for re :airs or a���rades,
GENE,RAI.,INFORMATION
> Only Certified Soil Evaluators may perform deep hole inspections.
i
> Only Mass.Registered Sanitarians and Professional Engineers can design septic plans.
9, At least two deep holes and two percolation tests are required for each septic system disposal area. �
> Repairs require at]cast two deep holes and at least one percolation test,at the discretion of the BOH
representative.
Full payment will be required for all additional tests within two weeks of testing.
Within 45 days of testing,a scaled plan(no smaller than I"-100')shall be submitted to the Board of Health
showing the location of all tests(including aborted tests).
> Within 60 clays of testing soil evaluation forms shall be stibmitted. j
Please Do Not Write Below This Line
N.A. ConserNation C"ontuttsston Apr}Irro date,
Vgnahtt-e of J"Conservation,age
Dove bark,to Health Dejwwli tent. (stam7.)in):
�7nr >F �, �/( r � u
Town of North Andover, MA August 14, 2017
9 Turtle Lane, North Andover
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Property Information
Property ias.B-olaa-oaoo.o
ID
Location 9 TURTLE LANE
Owner DURFEE, WILLIAM M
MAP FOR REFERENCE ONLY
NOT A LEGAL DOCUMENT
Town of North Andover, MA makes no claims and
no warranties, expressed or Implied,conceminy
the validity or accuracy of the GIS data presented
on this map,
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Commonwealth of Massachusetts
CitylTown of North Andover
E Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
A. Facility Information
William Durfee
Owner Name
9 Turtle Lane Map 106.13 Lot 104
Street Address Map/Lot#
North Andover MA 01845
City State Zip Code
B. Site Information
1. (Check one) ❑ New Construction ❑ Upgrade ® Repair
2. Published Soil Survey Available? ® Yes El No line 1:1000 421 D No If yes: Year Published Publication Scale Soil Map Unit
Canton Fine Sandy Loam None
Soil Name Soil Limitations
3. Surficial Geological Report Available? ❑ Yes ® No If yes: Year Published Publication Scale Map Unit
Geologic Material Landform
4. Flood Rate Insurance Map
Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes No
Within the 500-year flood boundary? ❑ Yes ® No Within a velocity zone? ❑ Yes ® No
5. Wetland Area: National Wetland Inventory Map N/A
Map Unit Name
Wetlands Conservancy Program Map N/A
Map Unit Name
6. Current Water Resource Conditions (USGS): 8/17 Range: ❑ Above Normal ® Normal ❑ Below Normal
Month/Year
7. Other references reviewed:
FORM 11 - 9 Turtle Lane,North Andover•rev. 1110 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8
Commonwealth of Massachusetts
r City/Town of North Andover
Form 11 - Soil Suitability Assessment forOn-Site Sewage Disposal
C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area)
Deep Observation Hole Number: TP 1 9-22-17 10:00 overcast 65 degrees
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: 96.62 Location (identify on plan): left side
Lawn none <1%
2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%)
Grass morain see plan
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body feet>200 Drainage Way feet>100 Possible Wet Area >100
feet
Property Line feet Drinking Water Well feet>100 Other feet
4. Parent Material: Ablation Till Unsuitable Materials Present: El Yes E No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: N/A N/A
Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 48 92.62
inches elevation
FORM 11 - 9 Turtle Lane,North Andover•rev. 1110 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (continued)
Deep Observation Hole Number: TR 1
Redoximorphic Features I Coarse Fragments
Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture' %by Volume Soil Soil
Depth(in.) Layer Moist Munsell USDA Structure Consistence other
y (Munsell) (USDA) Cobbles& (Moist)
Depth Color Percent Gravel Stones
8 A 10YR 3/2 SL M F
27" B 10YR 5/6 SL M F
84'" C 2.5Y 5/6 48" 10yr 5/8 >15 LS M Firm
i
i
i
i
Additional Notes:
FORM 11 - 9 Turtle Lane,North Andover•rev. 1110 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (continued)
Deep Observation Hole Number: TP 2 9-22-17 10:00 Overcast 65 degrees
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: 96.07 Location (identify on plan): left side-right
2. Land Use Lawn none 1%
(e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope{%}
grass morain see plan
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body >e00 Drainage Way > >100
e00 Possible Wet Area feet
Property Line e0t Drinking Water Well >1fee00 Other feet
4. Parent Material: glacial till Unsuitable Materials Present: El Yes ® No
If Yes: ❑ Disturbed Soil ® FII Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: NIA NIA
Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 48 92.07
inches elevation
FORM 11 - 9 Turtle Lane,North Andover•rev. 1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for an-Site Sewage Disposal
C. an-Site Review (continued)
Deep Observation Hole Number: TP 2
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.} Layer Moist Munsell (USDA) Structure Consistence Other
Y (Munsell)
Depth Calor Percent } ravel Cobbles& (Moist)
Stones
6 A 10YR 3t2 SL M I F
18 B 10yr 5/6 SL M F
68 C 5Y 514 48" 10YR 518 >15 LS 1 M Firm
Additional Notes:
FORM 11 - 9 Turtle Lane, North Andover-rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
; z City/Town of North Andover
i Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
D. Determination of High Groundwater Elevation
1. Method Used:
❑ Depth observed standing water in observation hole A. B.
inches inches
❑ Depth weeping from side of observation hole A. B.
inches inches
® Depth to soil redoximorphic features (mottles) A. 48" B. 48„
inches inches
❑ Groundwater adjustment (USGS methodology) A.
B.
inches inches
2.
Index Well Number Reading Date Index Well Level
Adjustment Factor Adjusted Groundwater Level
E. Depth of pervious Material
1. Depth of Naturally Occurring Pervious Material
a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
absorption system?
® Yes ❑ No
b. If yes, at what depth was it observed? Upper boundary. 81,inches Lower boundary: inches
FORM 11 - 9 Turtle Lane,North Andover•rev. 1110 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8
Commonwealth of Massachusetts
City/Town of North Andover
w ' Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
F. Certification
I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil
evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form,
are accurate and in accordance with 310 CMR 15.100 through 15.107.
9-19-17
ignaturectoil Evaluator Date
Benjamin C. Osgood, Jr' SE1818 Nov 1995
Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam
Isaac Rowe North Andover
Name of Board of Health Witness Board of health
Note. In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing,and
to the designer and the property owner with _'e cua on Tes' `2.
FORM 11 - 9 Turtle Lane,North Andover•rev. 111 Q Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 7 of 8
Commonwealth of Massachusetts
z
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
Field Diagrams
Use this sheet for field diagrams:
FORM 11 - 9 Turtle Lane,North Andover•rev. 1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 8 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Percolation Test
Form 12
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
Important:When A. Site Information
filling out forms
on the computer,
use only the tab William Durfee
key to move your Owner Name
cursor-do not 9 Turtle Lane
use the return Street Address or Lot#
key. North Andover Ma 01845
ray eliyftown State Zip Code
..........
Contact Person(if different from Owner) Telephone Number
B. Test Results
9-22-17 9:49
Date Time Date Time
Observation Hole# TP1
" "
Depth of Perc 24120
---.....................
Start Pre-Soak x'40 ---------
End Pre-Soak
Time at 12" 10:05---
Time at 9" 10:14
Time at 6" 10:26
Time (9"-6") 12min
Rate (Min./Inch) 04 mpi-- ----
Test Passed: Test Passed: El
Test Failed: ❑ Test Failed: El
-Beniamin C. 0§2ood, Jr. -- ------
Test-Performed- "" " " B-y:
Isaac Rowe, North Andover Board of Health, representative
Board of Health Witness
Comments:
-..........111111 ...............
t5form12.doc-08/15 Perc Test-Page 1 of 1
9 Turtle Lane, north Andover, MA
Calc'd by: BCCI Chk'd by:
94.00 Pump Invert In 88 Inside PC Length
440 Daily Flow(GPD) 54 Inside PC Width
4 Doses Per Day 51 Invert In to Pump Floor
2 Force Main Dia. 9 Sump Depth
20 , Force Main Length 2 Alarm Depth
PC Notes:
Drain Back Volume
4 Drain Back Volume
Dosing Calculations
5 Pump Operating Depth
104 Total Dose Size
4 Drain Back Volume
100 Field Dose Size
Doses Per Day
440 Daily Flow
100 Field Dose Size
4.4 Doses Per Day
Emergency Storage
35 Emergency Storage Depth
722 Emergency Storage Volume
----------
Elevations
94.50
94.00 Invert In, 94.00
93.50
93.00
92.50
92.00
91.50
,
91.00 'Alarm+ Pump On, 41 91,09 On
90.50 Pump Off, 90,92
90,50,
90.00
10/19/2017 Dosing Pump CaIcs v1
9 Turtle Lane, north Andover, MA
Calc'd by: BCO Chk'd by:
Total Dynamic Head =Static Head + Friction Head
Static Head -(D-Box Inlet) -(Pump Off Elev.)
97.25 90.50
6.75
Friction Head = (Total Equivalent Pipe Length)
PC Notes: x(Friction Head/100' of pipe)
(131.1)
900 Elbows each @ 5.2 = 5.2
Pump Off Elev. 90.50 0 450 Elbows each @ 2.8 = 0 n
D-Box Inlet Elev. 97.25 1 Check Valve each @ 17,2 = 17.2 s
Force Main Length 20 1 Gate Valve each @ 1.4 = 1.4 i
Equivalent Pipe Length = 23.8
Select Pipe Diameter 2 1W +Actual Pipe Length = 61 e
Equivalent Pipe Length Inside Pump = 29.8
Select Pipe Material Plastic 1 90' Elbows each @ 5.2 = 5.2
2 450 Elbows each @ 2.8 = 5.6 u
0 Check Valve each @ 17.2 = 0 t
0 Gate Valve each @ 1.4 = 0 S
Equivalent Pipe Length = 10.8 i
+Actual Pipe Length = 20.0l d
Equivalent Pipe Length Outside Pump = 30.8 e
Total Equivalent Pipe Length = 60.6
Total Equivalent Pipe Length 60.6 Friction Head 0.5333
x Friction Head per 100' of Pipe 0.88 Static Head 6.75
Total Dynamic Head 7.28 @ 20 GPM
Total Equivalent Pipe Length 60.6 Friction Head 1.8907
x Friction Head per 100' of Pipe 3.12 Static Head 6.75
Total Dynamic Head 8.64 @ 40 GPM
Total Equivalent Pipe Length 60.6 Friction Head 3.939
x Friction Head per 100' of Pipe 6.5 Static Head 6.75
Total Dynamic Head 10.69 @ 60 GPM
Total Equivalent Pipe Length 60.6 Friction Head 6.7266
x Friction Head per 100'of Pipe 11.1 Static Head 6.75
Total Dynamic Head 13.48 @ 80 GPM
Total Equivalent Pipe Length 60.6 Friction Head 10.181
x Friction Head per 100'of Pipe 16.8 Static Head 6.75
Total Dynamic Head 16.93 @ 100 GPM
10/19/2017 Pump to D-Box Pump Calcs v1
$ Turtle Lane, north Andover, MA
Calodby: BC[) Chk'dby:
Septic Tank: M 1500
Cover over tank(t) 0.8
Ground water Elev. 92,62
Tank |n|oiE|ex. 9430
Weight of Tank 11035
Length Width Cover
10.8 5.7 0.8 Weight of Soil 5417
Groundwater Elev. 92.62 Bottom of Tank Elev. 89.72
Length Width Water
10.8 5.7 2.9 Weight of Water 11140
Weight VfTank and Soil 11035 5417 16452
Weight ofWater 11140
Buoyancy OK
Pump Chamber: 1000 H
Cover over tank (ft.) 0.8
Ground water Elev. 82.82
Pump |n|etBe*. 84.00
Weight of Tank 9785
Length Width Cover
8.0 5.2 0.8 Weight of Soil 3661
Groundwater Elev. 92.62 Bottom of Tank Elev.
Length Width Water
8.0 5.2 3.2 Weight of Water 83071
Weight ofTank and Soil 9785 3601 13446
Weight ofWater 8307
Buoyancy OK
18/18/2017 Buoyancy Pump Ca|oov1
Job Address 9 Turtle Lane, north Andover, MA
Calc'd by: BCO
Select Tank
Tank Inlet 94.30 Mo.1500
Tank Outlet 94,05
3 iw;hwaH (1 2,3)
Select Pump Chamber
Pump Inlet 94,00 100011 IV
Pump Outlet 93.75
(B1,1)
D Box Inlet 97.25
ESHGW @ tank 92.62
ESHGW @ pump 92.62