408 Plan to Repair Plan to Repair
SEPTIC SYSTEM
for
John Eckstein
Located at
408 Westhampton Road
in Northampton, Massachusetts
Plan Number 467
-Wv--m4z_ 5
Thomas S. Leue, R.S.
Homestead Inc.
1664 Cape Street
Williamsburg, MA 01096
413 628-4533
fax: 413 628-3973
Design Date: 11 /7/07
Updated:
Contents
Site Plan: 1 page
Perc Test Form 11: 4 pages
Perc Test Form 12: 1 page
Specifications: 3 pages
Design Calculations: System 1 page
Plan Drawing: 1 page
Separate To be signed by Owner(sl
Application for Construction Permit: 3 pages
Form 11 - 5011 Suitability Assessment ror vn one oewaye IJI p uaar
I?' -�" !� Site Address: 408 Westhampton Road, Northampton,
DEP has provided this form for use by on-site professionals and local Boards of Health. Other forms may be used, but the information must
be substantially the same as provided here. Before using this form, check with your local Board of Health to determine the form they use.
A. Facility Information
1. Facility Information
John Eckstein
Owner Name
408 Westhampton Road
Street Address Mapitot
Northampton MA
B. Site Information
1. (Check one) New Construction 0 Upgrade 9 Repair pi
2. Published Soil Survey available? Yes fl No0 If yes: 1980 15840 17
Year Published Publication Scale Soil Map Unit
WtC Woodbridge Fine Sandy Loam Severe limitations: wetness, slow percs
Soil Name Soil limitations
Note: soil appears superior to map designation. Pere test shows good pert parameters. •
3. Superficial Geological Report available? Yes 9 No II If yes:
Year Published Publication Scale Map Unit
alluvial hillside
Geologic Material Landform
4. Flood Rate Insurance Map:
Above the 500 year flood boundary? Yes fl No0 Within the 100 year flood boundary? Yes0 No pi
Within the 500 year flood boundary? Yes 9 Non Within a Velocity Zone? Yes 9 No fl
5. Wetland Area: National Wetland Inventory Map
Map Unit Name
Wetlands Conservancy Program Map
MapUnd Name
6. Current Water Resource Conditions (USGS) Range: Above Normal 9 Normal il Below Normal0
Month/Year
7. Other references reviewed:
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 1 of 4
•
Commonwealth of Massachusetts
m �t-L� City/Town of Northampton
I,
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
,' Site Address: 408 Westhampton Road, Northampton, .
1
C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area)
1. Deep Observation Hole Number: 1 10/9/07 9:00 am clear
Date Time Weather
2. Land Use: lawn No 2%
(e.g.woodland,agdcufural field,vacant lot,etc) Surface Stones Slope(%)
grass Kame terrace
Vegetation Landform Position on landscape(attach sheet)
3. Distances from: Open Water Body 150 feet Drainage Way 150 feet Possible Wet Area 150 feet
Property Line 35 feet Drinking Water Well 150 feet Other
4. Parent Material: Proglacial outwash Unsuitable Materials Present: No
If Yes: Disturbed Soil Fill Material Impervious Layer(s) _Weathered/Fractured Rock Bedrock _
5. Groundwater Observed: NO
If Yes: Depth Weeping from Pit_ inches Depth Standing Water in Hole_ inches
Estimated ed Depth to High Groundwater: 60 inches -,-. -- - -
Depth Soil Soil Matrix i Redoximorphic Features I Soil Texturei Coarse Fragments Soil Soil Other
In.
( ) )
:Color-Moist. (mottles (USDA) Cobbles Structure' Consistency
/ Layer' (Munsell) Depth Color 'Percent Gravel & Stones (Moist)
0 - 8 A 10YR 5/3 I�__ 'I loamy sand none
1'. �. _. y
blocky friable
loam sand, 10% 10% _ perched water table
30 - 59 C 1 10YR 6/1 loamy sand 10% 10%_ _ blocky _,. ._ friable marks at 32"
10YR 6/4 >5 loamy sand 10% 10% blocky__ compact
53 - 116 C2 10YR 4/4 ' 60 j
I _i___.____ - --_
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 2 of 4
Commonwealth of Massachusetts
City/Town of Northampton
'.r-,lj Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
i
c , Ai Site Address: 408 Westhampton Road, Northampton,
C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area)
1. Deep Observation Hole Number: 2 10/9/07 9:00 am cloudy
Date Time Weather
2. Land Use: lawn No 2_%
(e g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%)
grass Kame terrace
Vegetation Landform Position on landscape(attach sheet)
3. Distances from: Open Water Body 150 feet Drainage Way 150 feet Possible Wet Area 150 feet
Property Line 35 feet Drinking Water Well 150 feet Other
4. Parent Material: Proolacial outwash Unsuitable Materials Present: No
If Yes: Disturbed Soil _ Fill Material Impervious Layer(s) _Weathered/Fractured Rock Bedrock
5. Groundwater Observed: No
If Yes: Depth Weeping from Pit_ inches Depth Standing Water in Hole_ inches
—_ . _. _ __-_-i
Depth mated Soil Soil Groundwater: 60 Features e5 'Soil Texturelrr _Coarse Fragments Soil 1__ Soil Other
(In.) Horizon Color-Moist (mottles) (USDA) 1 Cobbles 1 Structure Consistency
/ Layer (Munsell) De p th Color Percent _ _. -Gravel i & Stones
' _. (Moist)
_
0 - 8 A 10YR 5/3 loamy sand none
8 30_ Bw ' 10YR 4/3 loamy sand 10% 10% blocky friable
!
�, i perched water table
130- 48 ', C1 1, 10YR 6/1 _ loamy sand 10% 10% _. blocky I friable marks at 32"__.
I
10YR 6/4 ' >5 loamy sand 10% 10% blocky _. . compact_
48- 118 -CZ 10YR 4/4 60--- l
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 3 of 4
`- Commonwealth of Massachusetts
City/Town of Northampton
9 Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
- .1- Site Address: 408 Westhampton Road, Northampton,
.
D. Determination of High Groundwater Elevation
1. Method used: 0 Depth observed standing water in observation hole A. inches B. inches
0 Depth weeping from side of observation hole A. inches B. _
n inches
!'1 Depth to soil redoximorphic features (mottles) A. _60 inches B. _60 inches
0 Groundwater adjustment (USGS methodology) A. inches B. 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
b. If yes, at what depth was it observed? Upper boundary: _8 Min. inches Lower boundary: _118 Max. inches
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. I further certify that the results of
my soil evaluation, as indicated in the attached Sail Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107.
------ia a c ,(p-c—.51--- 10/9/07 _
Date
Thomas S. Leue SE 1368 June 1995
Typed or Printed Name of Soil Evaluator/License Numbe Date of Soil Evaluator Exam
Ernie Mathieu City of Northampton_
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 Percolation Test Form 12.
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 4 of 4
FORM 12- PERCOLATION TEST
anon Address or Lot No. 408 Westhampton Road Northampton
iestead Inc. #: 467
)MMONWEALTH OF MASSACHUSETTS
Northampton, Massachusetts
Percolation Test*
Date: 10/9/07 Time: 9:48 AM
Observation Hole # 2 3
Depth of Perc: (in.) 45'.
Start Pre soak: '� 9:48 AM
End Pre-soak: 10:03 AM,
(Time at 12": 10:04 AM
Time at 9": 10:12 AM;
'Time at 6": 10:24 AM
Time (9" - 6'): 0:12:00.
Rate - Min./Inch: 0:04:00
(inches)
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passes /Site Fails: Passes
Performed By: Thomas S. Leue, Homestead Inc.
Witnessed By: Ernie Mathieu, Northampton
Comments: _
DEP APPROVED FORM - 12/07/95
CONSTRUCTION SPECIFICATIONS
408 Westhampton Road Northampton
Title 5 Septic System Plan Number 467
General
t. No work on this system construction shall take place until a permit for the approved system plan has
been received from the local Board of Health. A copy of the Disposal Works Construction Permit should be
on site for inspection during the time of construction. Additional specifications may be included elsewhere
in this design.
Loading requirements are specified for the septic tank on the system calculations page. Loading
requirements for any other component are on the drawing. Normal loading systems are designated 1-1-10. If
H-20 rating is specified on the drawing and/or on the page for system calculations,the tank or leaching
facility shall be custom built to meet the increased loading requirements using additional rebar, greater wall
thickness and/or other approved methods. Follow the manufacturer's rating system and installation
procedures.
Alternatives to these specifications should be discussed with the System Designer in advance at 800
285-4533.
Septic Tank
The septic tank selected by the contractor shall conform with 310 CMR 15 223 The septic tank shall be
a minimum effective liquid capacity of 1,500 gallons below the outlet invert,rectangular,and with a
minimum length to width ration of 1.5:1. Liquid depth to be 48". Compartmentalized tanks are not to be
used unless required as stated on the plan drawing.
Septic tank shall be installed on a minimum of 6" of crushed stone,leveled to grade and thoroughly
compacted. Septic tanks shall have a minimum cover of 9".No structures shall be located directly upon or
above the septic tank access locations which interfere with performance,access, inspection, pumping, or
repair.
All three access covers to the septic tank shall have risers at least 20"diameter,if round,tightly fitted to
the tank to resist water infiltration,and terninated with a tight fitting cover no more than 6" below ground
surface. If, with the agreement of the Owner, one or more of the risers are terminated flush with ground,
these shall be secured against unauthorized entry with stainless steel hardware.
1. Inlet and outlet tees shall be of Schedule 40 PVC and shall extend a minimum of 6"above the flow line of
the septic tank and be on the center line of the septic tank located directly under the clean-out manhole. All
fittings to be glued and secured against any movement due to horizontal or vertical impacts. Cross-sectional
flow baffles shall not be used as substitutes for inlet or outlet tees. The inlet pipe elevation shall be no less
than 2" nor more than 3" above the invert elevation of the outlet pipe. Inlet tee minimum of 10" length below
water surface. The outlet shall be provided with a tee extending below the flow line 14"to 18" and be
equipped with a gas baffle. There shall be an air space of at least 3" between the tops of the tees and the
inside of the tank cover. Inlet tees may be modified or a 6"riser on inlet cover may achieve this spacing. The
tops of the tees shall be left open to provide ventilation or separate ventilation shall be provided. The
effluent tee shall be fitted with a removable plastic outlet filter, as manufactured by Polylok Inc., model PL-
120,Zebco, or approved equal. Provide manufacturer's maintenance data, as boxed with the filter,to the
homeowner or the System Designer.
e. Septic tank should be inspected by the Owner or his representative for solids accumulation annually.
lomestead Inc.
Page 1
11/7/07
CONSTRUCTION SPECIFICATIONS
408 Westhampton Road, Northampton
When the sum of the sludge and scum layer approach 1/3 the net working volume of the tank (net of 16"
total thickness), as measured at the center of the tank, the tank is due for pumping. Septic tanks shall be
inspected and maintained in accordance with 310 CMR 15300 and applicable local requirements.
Distribution Box
The distribution box selected by the contractor shall conform with 310 CMR 15.232. Material of
construction shall be concrete or plastic lined concrete. A 6"sump is required in the d-box.
The distribution box shall be placed on thoroughly tamped and compacted sand or peastone a minimum
of 6"thickness, and shall be leveled utilizing a water flow test. Speed levelers shall not be used on a new
installation to obtain level and equal distribution flow, but should be installed after leveling is completed in
case uneven settling occurs in the future.
For inlet pipe slopes of 8%or greater, or where there is a pumped flow,the distribution box shall have
an internal cast baffle or solvent welded pipe tee to reduce the velocity of the influent flow. An internal pipe
"Y"or an elbow are not acceptable.
The first 2 feet of pipe out of the distribution box to be set dead level. Use a femco connector to join to
pitched pipes beyond first two feet.
Pining
L Piping to the septic tank(the building sewer) shall be 4"diameter,PVC Schedule 40 or better. Slope new
pipe installations at 1/4" per foot length.
t. All piping from the septic tank to the end of the system shall be 4"diameter, SDR-35 or better, except
as noted on the drawings. Slope pipe installations 1/8"per foot length as a minimum value.
-. Place magnetic detectable warning tape pre-printed "Sewer Pipe Below"or similar wording
approximately 12"above all new 4"diameter piping installed on this project.
Leaching Facilities
General: All leaching facilities to be of the size and location shown on the drawings.
Leach fields (Infiltration chambers): Arrange infiltration chambers on levelled ground. Parallel rows
should be placed a minimum of 6" apart. Add end plates as per manufacturer's assembly directions. Fill
spaces between rows with Title 5 sand to the level of the top of the chambers. See Calculation sheet for the
size differences between these Biodiffuser Brand and Infiltrator Brand.
c. Breakout barrier to be minimum 40 mil thick continuous sheet. Install barrier vertically from bottom of
excavation to height of top of leaching system. Seams of membrane material to be overlapped a minimum of
12 inches and glued with sealant as recommended by manufacturer. Material to be hypolon, low density
polyethylene, buna-N rubber. EPDM, or approved equal. Backfill in lifts of no more than 6"to assure
minimal deformation of membrane. if material is wider than the vertical distance to be covered as shoes on
the drawing, fold excess material over at the bottom of the trench, or trim with upper edge level at
appropriate elevation.
Inspection
a. The contractor shall notify the System Designer, Tom Leue, at 800 285-4533 for System Inspections.
Under current code. inspections are required after(1) initial excavation,but before Title 5 sand is added, and
iomestead Inc.
Page 2
11/7/07
CONSTRUCTION SPECIFICATIONS
408 Westhampton Road Northampton
(2) after construction of the system, but before final backfill and topsoil are put in place.No installed
system component shall be buried greater than 1"depth at the time of final inspection. Please give a
minimum of 48 hours advance notice for inspections. The system shall be essentially complete at the time of
the final inspection, including all components in place,risers and covers installed, electrical components
functional, etc. The System Designer shall verify the system was installed as designed and authorize the final
grading.
If the System Designer finds the system is not ready for inspection after being called, or if serious
deficiencies are discovered,the System Designer must be notified to return to the job site when it is
complete. There will be a charge to the Installer of$50 for each return trip,payable directly to the System
Designer at the time of the reinspection.
Inspection and project closeout forms are usually generated within 24 hours of final inspection by the
System Designer,when all other requirements are met. Signed Certificate of Compliance forms and As-built
Drawings are sent to the Installer for a signature and date. One set of forms are then returned to the System
Designer for final processing. The second set of forms are for the Contractor to keep as his project record.
Final Grading
i. At conclusion of work, loam and seed all disturbed areas to perennial grass mixture.Added loam may be
required for adequate grass growth. Mulch slopes with hay,burlap or netting to minimize erosion.
Surface over leaching facility shall be pitched so as to shed rainwater. Also pitch surface over all tanks to
shed rainwater from any exposed covers. Do not allow surface water to puddle over any system component.
Systems built late in the year,where the grass cover does not have a chance to establish itself,requires
the contractor is to return after spring thaw and resurface final grades and add grass seed cover as required to
equalize and stabilize all disturbed areas.
'omestead Inc.
Page 3
11/7/07
408 Westhampton Road
DESIGN CALCULATIONS
Plan Number 467
Leaching Chamber yne Leach Bed System
Structure: Single Family House
Flow Design Criteria:
Calc. Design Flow:
Garbage Grinder: Not Allowed
Total Design Flow:
Percolation Rate:
Percolation Rate:
Loading Rate:
Measured
Design Rate
Class I Soil
Area required for infiltration:
Variance Reouest for Field Reduction:
Net Field Size:
Northampton
3 bedrooms
110 gallons per occupant per day
330 gallons per day
1.0 factor
330 gallons per day
4.0 min. per inch
5 min. per inch
0.74 gallons/sq.ft./day
446 sq. ft.
0%
446 sq. ft.
Info Source
Owner's information
310 CMR 15.203
multiply above
310 CMR 15 240
multiply above
from Pert test
310 CMR 15.105
310 CMR 15.242
divide flow by loading rate
(400 so. ft. code minimums
muhioly above
4 Configuration: BIODIFFUSER BRAND
INFILTRATOR BRAND
Model Used: Standard Capacity
Loading: sq. ft./In. ft.: 4.70
Length per chamber:
Width per chamber:
Invert height:
Overall height:
fective leaching area/chamber:
# Chambers required:
# Chambers provided:
# rows wide:
space between rows:
Total Field Width:
# Chambers long:
Total Field Length:
Total Field Area:
Effective Leaching Area:
Net Calculated Capacity:
76 in.
34 in.
6.5 in.
11 in.
29.8 sq. ft.
15.0
16
2
6 in.
6.2 feet
8
50.7 feet
312.4 sq. ft.
476.3 sq. ft.
352 gals/day
H-1 0
Quick 4 Standard
4.72
48 in.
34 in.
8 in.
12 in.
18.9 sq. ft.
23.6
24
2
6 in.
6.2 feet
12
48.0 feet
296.0 sq. ft.
453.1 sq. ft.
335 gals/day
H-1 0
lmestead Inc.
Manuf. Trade Name
DEP technology ratings
Manufacturer's rating
Manufacturer' ratin
s o
Manufacturer's rating
Manufacturer's rating
length x loadino area
field size divided
by leaching area
judgement
code minimum
chambers + sand
udaement
overall,row length
lenath x w dth
# chambers X capacity
area X loading rate
iudaement
11/7/07
FORM 1A - APPATION FOR DSCP
Fee S
CO? 4ONWEALT)afOENILSSA y°
C}FUSTTtS 4- 74/9%
. • . . . • • 1 . . r1 - 11 . . 1 11 '
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to: Repair
( X ) Complete System ( ) Individual Components
Location
Map/Parcel
Lot#
Installer's name
Address
408 Westhampton Road
Book 40 PO.ge 30
Telephone#
Building Type: House
Bedrooms: 3
Other - Type of Building
No. of persons
Other Fixtures
Design Flow (min. required):
Calculated design flow:
Design flow provided:
Owner's Name
Address
Telephone#
Designer's Name
Address
Telephone
Lot Size (sq. ft.)
Garbage grinder
John Eckstein
906 Westhampton Rd.
Florence, MA 01062
913 584-7022; 860
Thomas Leue, Homestead Inc.
1664 Cape St. , Williamsburg MA
413 626-4533
26 400 _.._. _._.
(no)
Showers ( ), Cafeteria ( )
330 gpd
330 gpd
330 gpd
Description of Soil(s)
Soil Evaluator Form No.
Name of Soil Evaluator
Date of Soil Evaluation
sandy soil
ni
Thomas Leue
10/9/07
:SCRIPTION OF REPAIRS OR ALTERATIONS New septic tank and leaching chamber
leachfield.
e undersigned agrees to Install the above described Individual Sewage Disposal System in accordance with
provisions of TITLE 5 and further agrees not to place the system In operation until a Certificate of Compliance
s been issued by t e Board of H Jth.
)ned Date
>pections
y4/v6
DEP APPROVED FORM 596
�RM2A - DSCP
.012 Fee 190(
COM4.o1/4wnAcgt(oT WIss9LCOUSEats
Board of Health, Northampton, MA
DISPOSAL SYSTEM CONSTRUCTION PERMIT
mission is hereby granted to: Repair an individual sewage disposal system at
8 Westhampton Road. North. pton as described in the application for Disposal System Construction
mit No. 91"b dated
Aided: Construction shall be completed within three years of the date of this permit. All local conditions must be met.
to 3 ?erb Board of Health
DEP APPROVED FORM 5/96
FORM 3A - CERTIFICATE OF COMPLIANCE
Fee
COMNOTI'WERLat(COP SS?.C7-IkISE'fT'S
Board of Health, Northampton, MA
CERTIFICATE OF COMPLIANCE
!scrlption of Work: ( X ) Complete System ( ) Individual Components
e undersigned hereby certify that the Sewage Disposal System: Repair
408 Westhampton Road. Northampton
s been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved
sign plans/as built plans relating to application No.
ted 11/7/07 . Approved Design Flow 330 (gpd).
;taller: Date:
signer: Thomas S. Leue, Homestead Inc. Date:
;pector: Date:
e Issuance of this permit shall not be construed as a guarantee that the system will function
designed.
DEP APPROVED FORM 5/96
FORM 3A - CERTIFICATE OF COMPLIANCE
No. t
Fee /1-/451
CO20∎402s WEALatiOF' ASSACTPUSET' t
Board of Health, Northampton, MA
CERTIFICATE OF COMPLIANCE
Description of Work: ( X ) Complete System ( ) Individual Components
The undersigned hereby certify that the Sewage Disposal System: Upgrade
by: Richard's Custom Work
at: 408 Westhampton Road, Northampton
Homestead Inc. Project#: 967
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved
design plans/as built plans relating to application No. dated 11/7/07 . Approved
Design Flow 330 (gpd).
Date of sub-grade inspection: 7/31/08
Installer
Designer:
Inspector:
?aitni Q': z 4
Richard' s C stom Work
-,a
Date: _Vio/op
Date:
Thomas Leue, Homestead Inc.
1669 Cape St. , Williamsburg, MA 01096
Local •proving Authority
Northampton Board of Health
Date:
8/7/08
This certification represents no warranty, expressed or implied as to the functioning or
longevity of the onsite subsurface disposal system. Rather, the plan and installation are in
compliance with all applicable rules and regulations in effect at the time of plan submittal.
:c: John Eckstein, c/o Peter Post, 44 Massasoit St., Northampton, MA 01060
a
DEP APPROVED FORM 5/96
TOPOI.map pnnted on 10/11/07 from
72°4200 W
WGS84 72°4100"W
72°4200"W
NATIONAL
GEOGRAPHIC
°C° 005 010
l ne 1 r
1 015 020 025 sa 035 040 045 050 miles
, o
00 01 02 03 04 05
as as ss km
I u.y
WGS84 72'4100"W
!VSP.Y�LY�
MN tTN
14 5°
10/11.07
-
- -- - - — UWII waver 111 zit{ it long x 6.25 ft. wide. '
D i 333/_4_ft._ _373/4 ft. - � -
-- - Infiltration Chamber Leachfield: See Design Calculations
•New 1500 gallon, Title 5 septic tank page, prior to this one, for exact sizes and numbers of
with outlet filter. Install risers to within __. units required, which is dependent on brand chosen.
6" of surface on all three access covers. Use Title 5 sand for all fill requirements under units,
•
minimum of 6" between rows of units, and 5 feet
Outline of House surrounding units.
•
•
Schedule 40 pipe. Closeout Notes:
•
\''' <'/ T _ 1. Septic tank is equipped with an outlet
PL -- -_ filter. This is a maintenance item. Filter
o $ oH-L ^ must
be cleaned whenever septic tank is pumped,
t? L or every 3 years, whichever is sooner. Failure
�, to maintain filter may lead to system failure.
SDR-35 pipe.--- _ • 2. Recommend pumping septic tank on a 3 to
-. . 5 year schedule, depending on house
occupancy.
-- • 3. A copy of this document attached in the
A B basement/utility area will keep this
information available in future years for
TBM: nail near base of double willow tree. maintenance.
Elevation: 100.00'
f *:
1 ir, f D
1 Jnh' IIIIWIIiniso3/4'llf111IP111e1 _�I z
L.— — ,-'
Surface Elevation: 99.0 Inspection Port: see Detail.
•
As-Built Drawing Date: Owner: �1x Of r4sy�
ixistin Septic System a Ss ��-IOMESTEAD INC.
P Y 1 7/7/07 John Eckstein lip TMues m Thomas S. Leue R.S.
Revision Date: 408 Westhampton Road 1
Scale: 1 : 20' Florence, MA 01062 / ', q '�-' . 1 1664 Cape se
Williamsburg, MA 01096
Except as Noted 8/7/08 so s�+�"44
Isi31�z`a-ass3