HomeMy WebLinkAboutMiscellaneous - 125 SAW MILL ROAD 7/7/2000 Of %°°TII q Town Of North Andover
Uf1lt� Development �r�9C5 William J. Scott
27 Charles Street DiYecCor
North Andover, Massachusetts 01845 (978) 688-9531
�SSACF9u`�L•(
Fax 978-688-9542
July 7, 2000
Robert Fredette
Board of 97 Sawmill Road
Appeals North Andover, MA 01845
(978) 688-9541
Re: Septic design 97 Sawmill
Building
Department Dear Mr. &Mrs.Fredette:
(978) 688-9545
This letter comes to notify you that the proposed septic system design plans for the
Conservation repair of the system at the above-referenced address have been approved. Please
Department feel free to call me at 978-688-9540 with any questions you may have.
(978) 688-9530
Health Sincerely,
Department
(978)688-9540
Sandra Starr,R.S., C.H.O.
Public Health
Nurse Health Director
(978) 688-9543
Planning
Department
(978) 688-9535
Cc: W. Dufresne
File
Town of North Andover, Massachusetts Form N°•
,%oRra BOARD OF HEALTH
' h A
Tl
DESIGN APPROVAL FOR
X534`14"SE4� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant "A 1 Test No.
Site Location_
• Reference Plans and S ecs. t • s
ENGINEER DESIV DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
CHAIRMAN, BOARD OF HEALTH
Fee Site System Permit No. Z
LE40=SERIES TECHNICAL ll
PUMP IMPELLER
The pump(s) shall be model The pump shall have a VORTEX style
as manufactured by Liberty Pumps, Bergen, NY, impeller capable of passing a minimum
or equal. 2" spherical solid.
The pump(s) shall have a capacity of_%O GPM at SEAL
a total dynamic head of IZ' feet. Motor size shall
be 4/10 horsepower, single phase, 60 hz. and 115 The shaft seal shall be of the carbon/ceramic
volt operation. unitized design, with BUNA N elastomers and
stainless housings.
MOTOR
EXTERNAL CONSTRUCTION
The pump motor shall be of the submersible
type, oil filled, hermetically sealed and shall be The pump volute, legs and motor housing
thermally protected.The overload element shall shall be heavy gray iron castings, class 25 or
automatically reset when motor cools. better. All castings shall be enamel coated before
Motor windings shall be of the class B insulation assembly.All fasteners shall be of 300-series
rating. The rotor shaft shall be made of 416 stain- stainless steel or brass.
less steel and shall be supported by lower bronze LEVEL CONTROL
and upper sleeve bearings. The pump shall be controlled by an adjustable,
The power cord shall be of the quick-disconnect mercury-free, wide angle float switch. Float cord
design allowing replacement of the cord without shall be equipped with a series plug for manual
breaking seals to the motor and/or oil chamber. by-pass operation.
MODELS HP VOLTS PHASE AMPS DISCHARGE AUTOMATIC IMPELLER
LE41 M 4/10 115 1 13 2" FNPT NO VORTEX
- - LE41A 4/10 115 1 13 2" FNPT YES VORTEX
10'cord standard on above models.
For 20'option,add a"-2"suffix to model number.Example:LE41 A-2
DIMENSIONAL DATA: PERFORMANCE CURVE 1550 RPM
Weight: LE41 M:39 LBS. 24
Height:13.25" 5 20
Major Width:10.75"(manual models) c 16
A 4
Maximum fluid temperature 140 degrees F. (a 12
x r
0 0 8
F 2 F-
4
11YflY o 0
10 20 30 40 50 60 70 80
00-Certified U.S.Gallons Per Minute
"✓^ a I II -�
City of LA certification available Y..... 0 1.4 2.8 4.2 5.6
Liters Per Second
Liberty Pumps• 7307,Lake Rd •Bergen,New York 14416•Phone(716)4941817 Fax(716)4941839 7291-2/93
Jul —1 06-00 12 . 43P Paul D. Tuvb-ide , PEOPLS 978-465-0313 P .02
July 6, 2000
Sandra Starr
North Andover Board of Health Administrator
Office of Community Development and Services
30 School St.
North Andover, MA 01845
RE: Title V second review for 97 Sawmill Road
Dear Sandra,
I find that the design plans with revision date of 29 June 2000 adequately addresses our
concerns outlined in the fax we recently sent you.
One other item that I discovered is that since the leaching trenches are longer than 50
feet, a vent is required to be connected to the ends of both distribution lines(310 CMR
251(11) and 310 CMR 241(d)). In my professional opinion, moving the proposed vent
shown on the plans from the dbox area to the ends of the distribution lines will
accomplish this(or the vent by the dbox could be left as is, and a second vent could be
added at the end)_ If this change is made I do not have to review the plans again.
If you have any questions or comments please feel free to contact me.
Sincerely
Carlton A. Brown,PE/PLS
Sawmi1197.doe
roitT
MINIIHING,
Civil Engineers
Land Surveyors
One Harris Street
Newburyport,MA
01950
(973)465-8594
FACE 1 OF 5
Commonwealth of Massachusetts
Application for Local UDgrade Approval
Title 5, 310 CMR 15.000
DEP Approved a required by 310 CMR 15.403(l)
1.To be submitted to Local Approving Authoritv/Board of Health: For the upgrade of a failed or
nonconforming system`with a design flow of <10,000 gpd, where full compliance, as defined in
310 CMR 15.404(1),-is not feasible.
J
To be submitted to DEP: For the upgrade of a failed or nonconforming system with a design flow
of 10,000 up to 15,000 gpd and/or for upgrade of a state or fedpral4acility, where full
compliance, as defined in 310 CMR 15.404(1), is'not feasible.
NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the
addition of new design flow to a cesspool or privy or the addition of new design flow above the
existing approved capacity of a system constructed inn accordance with either the 1978 Code or 310
tMR 15.000. ,
1 Facility/system aw ner
Name Z,6'" r`
Address 1 1
Phone ( '1 „7
Address of facility j-7 A2 L,i �t 1 '
2) Applicant'(if different from above)
Name At,
Address
Phone _-
3) Type of fac' ity
residential commercial school
® institutional
(specify)
PAGE 2 DI+°
4) 'type of existing system
____privy cesspool(s) r/Conventional system
(Other (describe)
Type of soil absorption system (trenches, chambers, pits,etc.)
. U
e
5) Design flow based on 310 CMR 15.203
a) Design flow of existing system °" " gpd
Approved? es approval date I
no why?
b) Design flow of proposed u graded system ±< �
c) Design flow of facility LICgpd
6) Proposed upgrade of existing system is
a) Voluntary
Required by order, letter, etc. (attach copy)
Required following inspection required by 310 CMR 15.301 (provide date
t
inspection form was submitted to the approving authority) (date)
b) ,Describe the proposed upgrade to the system
-
m
c) Which of the following are applicable to the proposed upgrade?
UL Reduction of setback(s) (list setbacks to be reduced with proposed setback distances)
Ott Percolation rate of 30®60 minutes per.inch (state actual perc rate)
DEP APPROViM FORM-MOMS
y
PAGE 3OF5
Up to 25% reduction in subsurface disposal area design requirements (state required
& proposed size)
tj
Relocation of water supply well (identify well, describe relocation)
Reduction of required separation between bottom of SAS & high groundwater
(specify proposed reduction & perc rate) J z El L!1,�
Other requirements of 310 CMR 15.000 that cannot be met (specify sections of the
Code)
System upgrades that cannot be performed in accordance with 310 CMR 15.404 &
15.405, or in full compliance with the requirements of 310-CMR 15.000, require a
variance pursuant to 310 CMR 15.410®15.417.
7) If the proposed upgrade involves.a reduction in the required separation between the bottom
of the soil absorption system and the-high groundwater elevation, an Approved Soil
Evaluator must determine the.high ground water elevation pursuant to 310 CMR
15.405(1)(i)(1), The evaluator must be a member or agent of the local approving authority:
Distance from soil absorption system to high groundwater
� Q feet
As determined by:
Evaluator's name X
2
Evaluator's signature
Date of evaluation ...r.; �
DEP APPROVED FORM•12/01/93
hs
P ^
PAGE 4 ®r° S
8) Notice to Abutters
No application for upgrade approval in which the setback from property lines or a
private water supply well is reduced shall be complete until the applicant has
notified all abutters whose property or well is affected by certified mail at least ten
days before the Board of Health meeting at which the upgrade approval will be on
the agenda. Such notice shall include the date, time and place where the upgrade
approval will be discussed.
If the Department is the approving authority, then such notice to abutters must be
completed prior to the date of submission of the application to the Department.
The notices to abutters shall include a copy of the completed application form and
shall reference the standards set forth in 310 CMR 15.402 through 15.405.
List of affected Abutters:
Abutter Name Date notified
Address
Abutter Name Date notified
Address
Abutter Name Date notified
Address
Abutter Name Date notified
Address
9) Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible (each
section must be completed):
a) an upgraded system in full compliance with 310 CMR 15.000 is not feasible:
b) an alternative system approved pursuant to 310 CMR 15.28315.288 is not feasible:
DEP APPROVED DORM e 12107/95
e
PAGE s OF 5
c) a shared system is not feasible:
yd) connection to a sewer is not feasible:
10) An application for a disposal system construction permit, including all required attachments
(e.g. plans fir. specifications, site evalyation forms), must accompany this application. Is the
DSCP application attached? Yes
m
11) Certification
"I, the facility owner, certify under penalty of law that this document and all
attachments, to the best of my knowledge and belief, are true, accurate, and
complete. I am aware that there may be significant consequences for submitting
false information, including, but not limited to, penalties or fine and/or
imprisonment f or knowing,Violations:,
" Facility owner's signature Date
Print Name
ALL -/-j
Name of preparer Date
h/wIl 6 ;
Telephone /i & address of preparer
NOTE: Title 5, 310 CMR 15.403(4), requires,the system owner or operator to submit to the
Department a copy of the local upgrade approval upon issuance by the Board of Health and prior
to commencement of construction,
DEP AMOVFD FORM•12109193
�r
Town Of North Andover
04. Community Development & Services William J. Scott
Director
27 Charles Street (978) 688-9531
North Andover, Massachusetts 01845
44—
C
Fax 978-688-9542
June 29, 2000
Board of Robert Fredette
Appeals 97 Sawmill Road
(978) 688-9541 North Andover, NM,01845
Building Re: Septic System Design plans
Department
(978) 688-9545 Dear Mr. Fredette:
Conservation
Department I have reviewed the proposed septic system design plan for the repair of the
(978) 688-9530 septic system at 97 Sawmill Road. There are some items of information
that are missing from the plans that must be submitted before final
Health approval;however, the basic design and engineering are appropriate for the
Department site. I can assure you that this plan will be approved once these items are
(978) 688-9540
-- addressed. ,There may be very slight modifications to the plan, but it will
Public Health essentially be this design.
Nurse 4th
(978) 688-9543 With the July holiday and the vacation plans of our consultant,I believe
that the plan could be approved as early as July 7th or by July 10th at the
Planning latest. I hope that all the involved parties in this real estate transaction
Department understand that there will be no lengthy delay in this approval process. It is
(978) 688-9535 straightforward and simple. If I can help you in any way, please feel free to
call me at 978-688-9540.
Sincerely,
Sandra Starr,R.S., C.H.O.
Health Director
Cc: W. Dufresne
C. Brown
D. Stewart
File
SEPTIC PLAN SUBMITTAL FORM
LOCATION: <47
NEW PLANS: $125.00/Plan
REVISED PLANS: 'YES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: NO
DATE:
DESIGN ENG VEER: JA�L � k t r (�, 0 L u
DATE TO CONSULTANT:
*If you want your plans expedited, please submit four plans and included a stamped
envelope with the correct amount of postage to mail plans to Port Engineering.
When the submission is all in place, route to the Health Secretary.
SEPTIC SUBMITTAL FORM
LOCATION:
NEW PLANS: �ES� $125.00/Plan
M
REVISED PLANS: `SAES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: NO
DATE
DESIGN ENGINEER: �sr
DATE TO CONSULTANT:
*If you want your plans expedited, please submit four plans and included a stamped
envelope with the correct amount of postage to mail plans to Port Engineering.
When the submission is all in place, route to the Health Secretary.
L OCA I IOINN J
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FORM 11 - SOIL EVALUATOR FOIMI
Page I
No. .................................... Commonwealth of Massa Chusetts Date IV
1V5Aj6,,,e�, , Messachuseffra
is
id
PerfomedBy: .........0......................................:.............................................I........... ...............
Witnessed By:
................I........................................I...... ..................:............................ ................................. .........................................
Wo
7—,07 _>7
Ir
New construction El Repair
Published Soil Survey Available: No Yes
Year Published AV. Publication Scale Soil Map Unit .....,.,.�..,..... ,i
Drainage Class z� . Soil Limitations ...................................................................... ...............C
................
Surficial Geologic Report Available: No Yes El
Year Published ................... Publication Scale ...........
GeologicMaterial (Map Unit) .......................................................................................-.1-1................... ...............I.............
Landform ................................................................................................ .....................................................................................................
Flood insurance Rate Map:
Above 600 year flood boundary NOE] Yes
Within 600 year flood boundary No Yes El J4.
Within 100 year flood boundary No Yes 2
Wetland Area:
National Wetland Inventory Map (map unit) ..... ..................... .......................................I.................
Wetlands Conservancy Program Map ( ►ap unit) ..............................................................................................
Current Water Resource Condition's (USGS): Month
Range : Above Normal El Normal El Below Normal
ather References Reviewed: — W56 K1j-
IrORM it ® SOIL RVAMTOR vORM
Page Z
On-site Re&w
peep Hole Number:T...:l.._.� Oate:_.`7`-! `'� TIme:1..�.!�� Weather -�,,.� �rf
Location (identify on elte plea)
Land Use l. rslope�ti(%..�I..�.?�.-.�, e Ourfac.e...Stories .... ........w...
_...................... ..........VeOetation '2- 1
ImWorm ...................
-_�_ . ... ............__................_.... .��......_...__• � _ �..�.
posltlon on landscape (sketch on the back)
Distance$from:
Open Water 0ody feet Drainage way L2a'. feet,
Possible Wet Area feet Property Una feet '
Drinking Water Well ?'410-02- feet Other -..��..��...�....�-�...�..
DIERP OBSERVATION ROLE G-
D�Mh Irom 6urt�a soil Norttan fla T��oban 60e rAkx BoM IAotltin0
hnahul (USDA( 11A�rndtl (8truobut�, � u, .
�w
r y
U, FV ra �L
b r
lot-
Parent Material 1060100101 _� __7/LL__w ..�._ _����_ _...__�....__............. Depth to Bedrock:
1 to ar u� ndweter. standin0 Water in the Hale: ..1. n�...• Weepin0 from Pit Face: ..
Eatimatad Gaasonai Hiah Ground Water: 5z
trORM 11 d SOIL EVALUAYOR vORM
rake Z
On-site view °
D88P Hole Number ._ _Z_ Date:-�t.i2'00 Time;_.fl!0°..rte Weather
Location(Identify on alto plan! --_ ......... _.w____
Land Use Slope(46) 'f�;: Surface Stbnes ...J4 ......___..__�
vegetational ._..........� ..... .r_ ..... .........�__...�..........w...��._....�_�.�� w.�...__
t.andform �.� �G���... .....�_�� .� w .����__..............__..........
��._..............__..�
position on landscape (sketch on the back! ._.`7c .�� 1 �-��. �� �-w� ......
Distances from:
Open Water Body 7« feet Oralnege way,-' feet,
possible Wet Area el-i&c.' feet Proparty Una feet
Drinking Water Well. tou:. feet Other •��.•�_.••......�__•••_•�
DEEP OBSERV&TION ROLE LOG
papth Irom Brxtaa Sop tlori:an bop U • 6011 Golan bop Mottlka
linah•d (USD1r f1Aun••tll (8vU*"1 u,
Lai-
�w
t�
Parent Material 1080180101 __............. Depth to Badrook:
Djgt1_co Ornupdwgter: Standing Water in the Nola: � �'•• Weeping from Pit Face: ..��� !
katimated Seasonal Hinh(around Water: ..
FORM 11 ® SOIL EVALUATOR MRMI
Page 3
DG'k1ytt Ju&n fpr SeasOltlYl W kr
Method Used:
❑ Depth observed standing In observation hole Inches
❑ Depth weeping from side of,observation hole inches
l.YDepth to soil mottles . (nohes
❑
Ground water adjustment feet
Index Well Number ___.. Reading.Data Index well level
Adjustment factor Adjusted ground water level
nib o, of Naturally Onour_dn_g.Pa yloup Moterial
Does at least four feet of naturally occurring pervious material exist in.ell areas
+ observed throughout the area proposed for the soil absorption system?
If not, what is the"depth of naturally occurring pervious materiel?
Wiflonflon ,
I certify that on S. (datej 1 have passed the examination approved by the
Department of Environmental Protection and that the above analysis was
performed by me consistent with the required training, expertise and experience
described in 310 CMA 16.017.
Date
Signature �� "`(f �'" '—Z�
FORM 12 ® PERCOLATION TEST
COMMONWEALTH OF MASSACHUSETTS
MaseachusettB
Percolation Test
Date: ...A�-l 1-vo Time:
Observation Hole #
Depth of Pero
Start Pre-soak
end Pre-soak
Time at 12" /
Time at 9"
IV
Time at 6"
. lG
Time W-6"1
Rate Mln./Inch
Site Passed C1 Site Failed ❑
Performed By: :Ski
Witnessed By: r-ve v
Comments: ..........................
I
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