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Date .... ..... . �..
TOWN OF NORTH ANDOVER
PERMIT FOR WIRING
Thiqcertifies that......Y......................................................................................
has permission to perform .............................................................................
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Fee �41Yd.. Lic. No...`l...�. ............ ../.....�..................
�l ELECTRICAL INSPECTOR
Check # v`� QI
057 WX5S,4eWUS577S
aye PMP& S41 ed#
BOARD OF FIRE PREVENTION REGULATIONS.527 CMR 12:00
Official Use Onl/y,
Permit No.
Occupancy & Fee Checked
APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK
All work to be performed in accordance with the Massachusetts Electrical Code 527 Co112/:00
(Please Print in ink or type all information) Date L `� oz
To the Inspekoro fres:
Town of North Andover
The undersigned applies for a permit to perform the electrical work desc 'bed below.
Location (Street & Number r 13 �v o a, elo
Owner or Tenant s -1-6—n
Owner's
Is this permit in conjunction vim' h a building permit
Purpose of Building 2M —
E)dsting ServiceUV, Amps.
(Number of Feeders and Ampacity
Location and Nature of Proposed Electrical Work
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❑ No ®'
V Zia Voits Overhead 8
Voits Overhead ❑
(Check Appropriate Box)
Utility Authorizati
Undgmd No. of Meters
Undgmd No. of Meters
OTHER: '
INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws
I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES = NO =
have submitted valid proof of same to the Office YES = NO = If ygvsed YF RI �sr�di a the type off aae b ng the appropriate box
INSURANCE = BOND = OTHER = _(Please Specify) //// �� // j /� (ExpiratiJon��/
Estimated Value of Electrical Work$_
Work to Start
Signed under the Penalties of perjury:,
FIRM NAME `
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LIC. NO.—Id V7 33
NO. ---
4 (/ ///� Bus. Tel No. / k34fc3)
A
Address — v �' i C, /60/f t 1 C Alt Tel. No.
OWNER'S INSURANCE WAIYR: I am aware the Licenses es not hav, the insurance coverage or its substantial equivalent as required by Ma achusetts
General Laws. And that my signature on this permit application waives this Mauirement Owner Agent (Please Check one)
Telephone No. PERMIT*EE
(Signature of Owner or Agent)
Total
f
No. of Lighting Outlets
No. of Hot fuse
No. of Transformers KVA
Above ❑
In ❑
No. of %ighting Fixtures
Swimming Pool gmd ❑
gmd ❑
Generators KVA
No. of Emergency Lighting
No. of Receptacles Outlets
No. of Oil Burners
Battery Units
No. of Switch Outlets
No of Gas Burners
FIRE ALARMS No. of Zone
No. of Detection and
Total
N2. of Ranges
No of Air Cond
Tons
Initiating Devices
Heat Total Total
No. of Di sal
No. Pumps
Tons
KW
No. of Sounding Devices
No./ of Self Contained
.
N2. of Dishwashers
Space/Area Healing
KW
Detection/Sounding Devices
❑ Municipal ❑ Other
Local Connection
A
No. of Dryers
Heating Devices KW
No. of
No. of
Low Voltage
No. of Water Heaters KW
Signs
Bailases
Wiring
No.. Hydro Massage-Tuds
No. of Motors
Total HP
OTHER: '
INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws
I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES = NO =
have submitted valid proof of same to the Office YES = NO = If ygvsed YF RI �sr�di a the type off aae b ng the appropriate box
INSURANCE = BOND = OTHER = _(Please Specify) //// �� // j /� (ExpiratiJon��/
Estimated Value of Electrical Work$_
Work to Start
Signed under the Penalties of perjury:,
FIRM NAME `
R
U
LIC. NO.—Id V7 33
NO. ---
4 (/ ///� Bus. Tel No. / k34fc3)
A
Address — v �' i C, /60/f t 1 C Alt Tel. No.
OWNER'S INSURANCE WAIYR: I am aware the Licenses es not hav, the insurance coverage or its substantial equivalent as required by Ma achusetts
General Laws. And that my signature on this permit application waives this Mauirement Owner Agent (Please Check one)
Telephone No. PERMIT*EE
(Signature of Owner or Agent)
INVITATION FOR PROPOSALS
MASSACHUSETTS INSTITUTE OF TECHNOLOGY LINCOLN LABORATORY
BOX 73 LU NGTON 73 MASSACHUSETTS
ROADWAY AND SITE DEVELOPMENT
BOSTON HILL SITE
NORTH ANDOVERs MASSACHUSETTS
Proposals will be received in triplicate until 4 P.M., April 15, 1957
by Mr. W. A. Stuart, LINCOLN LABORATORY, P. 0. BOX 73,"Lizington 73,
Massachusetts, for furnishing all materials, equipment,, labor, and
performing all work for the above described project in strict accordance
with specification and drawings as fo].me:
Specification No. A-6771-1 entitled:
"Roadway and Site Development,
• Boston Hill Site,
North Andover, Massachusetts."
Drawings as listed in paragraph I-7 of the specification.
Contractors should carefully examine the specification and drawings, visit
the site of the work, and fully inform themselves of all conditions which
in wW way may affect the work or the cost thereof.
The right is reserved, as the interest of Massachusetts Institute of
Technology may require, to reject any and all proposals, to waive any
�. informality in proposals received and to accept or reject any or all items b a
m of any proposal, unless the contractor qualifies such proposal by specific M AN
limitation.
~ All prints and specifications shall be returned with proposals. ~
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1. Roadway less bituminous concrete.
2. Bituminous concrete on roadway and ditches.
3. Top soil and seeding.
4. Oil on parking lot.
5. Site development, parking lot, sewerage,
clearing, walks, well manhole, gravel apron
clearing.
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TABLE OF CONTENTS
ROADWAY AND SITE DEVELOPMENT
BOSTON HILL SITE
NORTH ANDOVER, MASSACHUBETTS
IN1iITATION FOR PROPOSALS
I
GENERAL CONDITIONS
II
SPECIAL CONDITIONS
III
PREPARATION OF SITE
IV
GRADING
V
EMBAMOZNTS o FILLS AND SUBGRADE
VI
BASE COURSE
VII
TWO COURSE BITUMINOUS CONCRETE PAVEMENT
VIII
TOP SOIL AND SEEDING
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SITE DEVELOPMENT
This specification includes the following sheets:
m -04 A-6771-1 Pages 1 to 19
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I GENERAL CONDITIONS
I-1 SCOPE OF WORK
The work to be performed under this contract consists of furnishing all
equipment, materials, labor, and performing all work as required by the
contract, in strict accordance with the specifications, schedules and
drawings, all of which are made a part hereof and including such drawings
as may be furnished by Massachusetts Institute of Technology from time to
time during the prosecution of work in explanation of said drawings.
1-2 PERMITS AND LICENSES
Permits and licenses of a temporary nature, necessary for the prosecution
of the work, shall be secured and paid for by the contractor.
I-3 LABOR AND NONDISCRIMINATION
The seller warrants that the articles ordered will be produced in compli-
ance with the Fair Labor Standards Act of 1938 and with any and all ap-
plicable provisions of the Walsh -Healey Act and the Eight Hour Law. The
seller agrees, that, in performing the work required by this order, it
will not discriminate against any employee or applicant for employment
because of race, creed, color or national origin.
I-4 OPERATIONS AND STORAGE AREAS
All operations of the contractor, including storage of material, upon this
site shall be confined to areas authorized or approved by the Engineering
Group.
In the event that the contractor's work will require a partial or complete
shutdown of the Lincoln Laboratory program at the site, the contractor
shall so notify the Engineering Group at least three (3) working days
prior to proceeding with this work.
I-5 PROTECTION OF MATERIAL, WORK AND GROUNDS
The contractor shall at all times protect and preserve all materials,
supplies and equipment of every description and all worst performed. The
contractor shall protect all existing structures, utilities, roads, fences
and work of any kind against damage or interruptions of service which may
result from operations of the contractor. Damages or interruption of
service resulting from failure to do so, shall be repaired or restored
promptly by the contractor at his expense.
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I -6 Cum Up
The contractor shall at all times keep the construction area, including
4'p storage areas used by him, free from accumulations of waste material or
rubbish. Upon completion of the construction the contractor shall leave
the work and premises in a clean, neat, and workmanlike condition satis-
factory to the Engineering Group.
1-7 DRAWINGS
The work shall conform to the following sets of drawings, all of which
form a part of these specifications
D-6771
Plot Plan, Boston Hill Site, North Andover, Mass.
D-6771-2
Roadway Details & Miscellaneous Roadway Structures,
Boston Hill Site, North Andover, Mass.
D-6771-3
Roadway Plan & Profile Station (-) 0+ 28 to 7 + 0,
Boston Hill Site, North Andover, Mass.
D-6771-4
Roadway Plan & Profile Station 7-t 0 to 15 t 0,
Boston Hill Site, North Andover, Mass.
D-6771-5
Roadway Plan & Profile Station 15 + 0 to 20 f 25,
Boston Hill Site, North Andover, Mass.
D-6771-6
Roadway Plan & Profile Station 0 ♦ OL to 2 4, 43L,
Boston Hill Site, North Andover, Mass.
D-6771-7
Roadway Cross Section (-) 0 + 28 to 2 a 0, Boston
Hill Site, North Andover, Mass.
D-6771-8
Roadway Cross Section 2 F 50 to 5 . 0, Boston Hill
Site, North Andover, Mass.
D-6771-9
Roadway Cross Section 5 * 50 to 8 + 0, Boston Hill
Site, North Andover, Mass.
D-6771-10
Roadway Cross Section 8 a 50 to 11 + 0, Boston Hill
Site, North Andover, Mass.
D-6771-11
Roadway Cross Section 11 . 50 to 14 + 0, Boston
Hill Site, North Andover, Mass.
D-6771-12
Roadway Cross Section 14 f 50 to 17 . 0, Boston
Hill Site, North Andover, Mass.
D-6771-13
Roadway Cross Section 17 + 50 to 20 • 25, Boston
Hill Site, North Andover, Mass.
D-6771-14
Roadway Cross Section 0 + 50L to 2 • 43L, Boston
Hill Site, North Andover, Mass.
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I-8 COMMENCEMENT, PROSECUTION AND COMPLETION - see para. VII -1
Upon receipt of purchase order, contractor shall be prepared to commence
work at the site within five (5) days, but in no case shall work begin at
the site without authorization by the Engineering Group. The work shall
be completed within sixty (60) calendar days after receipt of authorization
to proceed.
I-9 CONTRACTOR'S LIABILITY INSMANCE
The contractor shall maintain such insurance as will protect him from
claims under Workmen's Compensation Acts, and from any other claims for
damages for personal injury, including death, which may arise from
operations under this contract.
I-10 INSPECTION
The work will be conducted under the general direction of the Engineering
Group and is subject to inspection by its appointed inspectors to insure
strict compliance with the drawings and specifications.
I-11 FINAL EXAMINATION ACCEPTANCE
As soon as practicable after the completion of the entire work or any part
thereof, a thorough examination will be made by a representative of the
Engineering Group at the site of the work. If such work is found to comply
fully with the drawings and specifications, it will be accepted.
I -12 WAGES
The contractor shall pay not less than the standard local union wages and
standard union overtime rates for overtime for all work under this speci-
fication. This contract shall be subject to applicable labor laws such
as the Walsh Healey Act and the Eight Hour Law of 1912.
I-13 PARTIAL PAYMENTS - (see para. II -4)
The contractor shall indicate whether he will require progress payments
during the performance of the contract. When progress payments are re-
quCKW, it will be necessary to furnish a performance bond upon issuance
of the contract in a penal sum equal to the dollar value of the contract.
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I-14 SUPERINTENDENCE: SUPERVISION
The contractor shall keep on his work during its progress a competent
superintendent and any necessary assistants, all satisfactory to the
engineer.
The superintendent shall not be changed except with the consent of the
engineer, unless the superintendent proves to be unsatisfactory to the
contractor and ceases to be in his employ.
The superintendent shall represent the contractor in his absence and
all directions given to him shall be as binding as if given by the
contractor.
Important directions shall be confirmed in Writing to the contractor.
Other directions shall be so confined on Written request in each case.
The contractor shall give efficient supervision to the work, using his
best skill and attention. If the contractor finds any discrepancy
between the drawings and the physical conditions of the locality, or
any errors or omissions in drawings or in the layout as given by points
and instructions, it shall be his duty to immediately inform the engineer
in writing and the engineer shall promptly verify the same. Any work
after such discovery, until authorized, will be done at the contractor's
risk.
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II SPECIAL CONDITIONS
II -1 RESPONSIBILITY REGARDING EXISTING UTILITIES AND STRUCTMUM
The existence and location of underground utilities indicated on the
plans are not guaranteed and shall be investigated and verified in the
field by the contractor before starting work. Excavation in the vicinity
of existing structures and utilities shall be carefully done by hand.
The contractor shall be held responsible for any damage to, and for
maintenance and protection of, existing utilities and structures.
11 -2 TOOL, PLANT AND 13 QUIPME NT
If at any time before the commencement or during the progress of the work,
tools, plant or equipment appear to the engineer to be insufficient,
inefficient or inappropriate to secure the quality of work required or
the proper rate of progress, the engineer may order the contractor to
increase their efficiency, to improve their character, to augment their
number, or to substitute new tools, plant, or equipment as the case may
be, and the contractor must conform to such order, but the failure of
the engineer to demand such increase of efficiency, number, or improvement
shall not relieve the contractor of his obligation to secure the quality
of work and the rate of progress necessary to complete the work within
the time required by this contract to the satisfaction of the owner.
11 -3 ACCIDENTS
The contractor shall provide, at the site, such equipment and medical
facilities as are necessary to supply first aid service to anyone who
may be injured in connection with the work.
The contractor must promptly report in writing to the engineer all
accidents whatsoever arising out of, or in connection with, the perform-
ance of the work, whether on, or adjacent to, the site, which caused
death, personal injury, or property damages, giving full details and
statements of witness. In addition, if death or serious injuries or
serious damages are caused, the accident shall be reported immediately
by telephone or messenger to both the engineer and the owner.
If claim is made by anyone against the contractor or any subcontractor
on account of any accident, the contractor shall promptly report the
facts in writing to the engineer, giving full details of the claim.
11 -4 COST BREAKDOWN
a The contractor shall within five days after execution of the contract
submit in a form acceptable to the engineer a schedule showing the
co subdivision of his contract consideration into various parts stating
CDH quantities and prices, to be made a basis for checking or computing
H monthly estimates. These prices shall include all costs of each item.
H No payments will be made to the contractor until such schedule has been
submitted to and approved by the engineer.
11 -5 StID-StWACE IMRMATION NOT GUARANTEED
Sub -surface information shown is for general information of the bidders
and is not guaranteed.
11 -6 qUA=IHS \
Quantity data supplied on cross section drawings is hr�the general
information of the bidders and is not guaranteed.
11 -7
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Any damage done, to water mains, sever mains, power lines, roadway \
drainage, pavement on Boston Street or the "Old Lane" leading off
Boston Street, shall be repaired at the contractor's expense, if.,.
damage was done by the contractor in conjunction with this work. The
contractor shall notify the engineer immediately if damage has occurred
to any of the above utilities or structures. At this time he will
state what action has been taken to repair the damage.
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III PREPARATION OF SITE
III -1 SCOPE OF WORK
To provide all plant, labor and material necessary to complete the
work described in this section of the specifications and shown on
related drawings.
III -2 CLEARING AND GRUBBING
The area within the limits shown on the plans shall be cleared of
fences, trees, logs, stumps, brush, vegetation, rubbish and other
perishable or objectionable matter. Stumps and roots between slope
stakes in cuts and in embankments 3 feet or less in depth shall be
removed to a depth of 18 inches below subgrade. Outside of slope
limits and under embankments more than 3 feet deep, all trees, stumps,
brush, etc., shall be cut off approximately level with surface, except
growth designated to be preserved.
Spoiled matter shall be burned or removed from the area. Ashes shall
be spread or removed as the engineer may direct.
III -3 TRAFFIC CONTROL
The contractor will as soon as possible provide a roadway such that
will permit heavy equipment to reach the top of the hill. This road
will follow the same line as described on the plans and in this spec-
ification. The contractor shall permit the coiner to use such road at
the discretion of the engineer.
III -4 CONSTRUCTION STAKES
The engineer will set sufficient points to establish the alignment and
grade. The contractor shall furnish tree of charge all materials and
labor necessary to assist the engineer in setting line and grade stakes.
The contractor shall be responsible for preserving all stakes and marks.
III -5 RESTORATION OF SMWACES
The contractor shall not allow any openings to be made except on
authorized permit. Repair work involved in restoring roadway shall be
performed by the contractor at the expense of the party making the -
opening.
III -6 BUSTING
V > All work with explosives shall be done in such a manner as not to
CM c% endanger life or property. All storage places for explosives and >o inflammable materials shall be clearly marked DANGEROUS. The method A
o of storing and handling explosives and inflammable materials shall o
conform with all federal, state, and local lairs, bylaws, and regulations.o w
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Iv GRADING
IV -1 SCOPE OF WORK
Construction of embankments and grading shall be in accordance with
the plans and specifications.
IV -2 STRIPPING
All topsoil shall be stripped from the areas to be paved, excavated
or filled, as described in paragraph III -2 and from other areas shown
on the plans. Topsoil shall be stored in stockpiles, the location of
which shall be specified by the engineer.
IV -3 EXCAVATION
Excavation shall conform to the limits indicated on the plans or
specified herein.
Excavation shall not be made below grade except where rock or stone
masonry is encountered or removal of unsuitable material is directed
by the engineer.
Material removed below grade shall be replaced with approved material
thoroughly compacted or as otherwise directed by the engineer.
Excavated materials suitable for embankments or fills shall be stored,
if required, to minimize the use of borrow.
IV -4 BORROW
Where required to complete the embankment or fill, the contractor shall
provide the necessary additional material.
The source and quality of borrow material shall be approved by the
engineer.
The contractor shall give the engineer at least five (5) days notice
before removing borrow material from any approved borrow pit.
IV -5 ROCK EXCAVATION
Rock excavation shall include removal of ledge rock, concrete, or
masonry structures which require drilling or blasting and boulders
larger than one and one-half (12) cu. yd. in volume.
Ledge rock, boulders, concrete or masonry structures shall be removed
to a minimum depth of 6 inches below subgrade and back-filled with an
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approved material, thoroughly compacted.
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The contractor will not receive payment for ledge excavation that is
removed beyond a neat line that falls more than one (1) foot below
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the grade specified.
The contractor shall bare such ledge and notify the engineer at least
seventy two (72) hours in advance of the time that he plans to blast
such ledge. He shall also clear the area after blasting so that the
engineer may take such sections as may be necessary to obtain the exact
amount of ledge excavation. These quantities will be binding and will
be used for payment of ledge excavation.
IV -6 TJRAmu
Spring or seepage water encountered shall be reported to the engineer
if drainage is not provided for by the plans. The contractor shall
keep the excavations free from water at all times by pumping or otherwise.
IV -7 EXCESS OR DISAPPROVED MATERIAL
Excavated material shall be disposed of as directed by the engineer.
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V EMBANI{MEiM I FILLS AND SUBBASE
V-1 EMBANKMMM AND FILLS
Fills shall not be started in an area until the area has been inspected
and approved by the engineer.
Embankment and fill material shall be free of frost, stumps, trees,
roots, sod or muck. Only approved material from excavation or borrow
pits shall be used for embankments or fills. Material shall not be
placed on frozen ground.
V-2 PREPARING GROUND SURFACE
Sloped surfaces steeper than 4:1 shall be scarified or stepped and com-
pacted to provide bond with new material.
V-3 CONSTRUCTION METSODS
Excavated material shall be so handled, conserved, stored, and placed as
to have the least desirable material at the bottom of embankments,
grading up to the best material at the top.
Sandy soils shall be placed in 8" maximum layers and compacted with
tamping roller, caterpillar tractor or smooth wheel roller weighing
8 to 10 tons.
Glacial fill shall be placed in 8" maximum layers and compacted with
heavy tamping roller.
The contractor may use other equipment if approved by the engineer.
Places inaccessible to roller shall be compacted with mechanical or
hand tampers.
Final rolling of top layer shall be with a smooth wheel power roller
weighing 8 to 10 tons.
Stones in earth fill shall be well distributed. No stones over 4" in
diameter shall be within 12" of finished subgrade.
Each layer shall be free of ruts and shall meet compaction test before
succeeding layer is placed. Layers shall be maintained with crown or
slope to provide drainage and prevent erosion.
At least the top 6 inches of subbase shall be selected granular material.
:00 Rock Fill. In embankments or fills, rock may be any maximum size if
cc yy uni orm graded. All voids shall be completely filled with fine m I
w r? material and compacted to form a dense mass. w w
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�e The fill for a thickness of at least 2 ft. below the finished subbase °b
w shall be selected earth material and compacted in layers to the degree w
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Operation of equipment shall be distributed so as to avoid rutting and
unequal compaction.
Protection of Structures. Culverts, headwalls, and other structures
shall be constructed before fin is placed. Fill around culverts,
headwalls, or other structures shall be carefully and symmetrically
placed in 6 inch to 8 inch layers and shall be compacted to the degree
specified below.
V-4 compAcTim nqun nam
On construction of embankments and preparation of subbase, the soil
shall be compacted with approved equipment. The soil shall be treated
and worked so as to be damp but not wet.
If tamping rollers are used, 10 or more passes will be required on each
layer or as directed by the engineer.
When smooth -wheel power rollers weighing 8 to 10 tons are approved and
used, the layer shall be rolled until no weaving or creeping appears
ahead of the roller.
Rough subgrades, including slopes and ditches shall be formed and main-
tained to provide proper drainage.
V-5 SHOULDER CONSTRUCTION
Where trench method of construction is to be used for pavement, sides
shall be cut to a vertical face at proposed edge of pavement.
Shoulder material shall be placed in uniform layers for full width and
thickness. Each layer shall be compacted by rolling. Roller shall
overlap shoulder when rolling both base course and pavement. Finished
shoulder shall be firm against pavement.
V-6 FINISHING SLOPES AND SURFACE$
All areas shall be finished to smooth, compact surfaces in conformity
with the plans.
Slopes: Blade grader or scraper finish will be allowed.
Shoulders, Ditchesand Gutters: Hand shovel and raking will be required.
Maintenance: Finished work shall be drained and maintained in accordance
with the plans until final acceptance.
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VI BASE COIJRSE
VI -1 DESCRIPTION
This work shall consist of constructing a subbase course of gravel,
compacted in layers of 4 inch maximum thickness, upon a previously
prepared subgrade in accordance with the plans and specifications.
VI -2 MATERIALS
Gravel shall consist of a natural or artificial mixture of hard
durable pebbles, rock fragments, and such binder, free from soft
particles and excess clay, and conforming to the following gradation:
Sieve Designation Percentage by Weight Passing
Square Mesh Sieves
A sieve equal to 1/3 the
depth of base course 100►
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25 -6o
No. 200 0-10
VI -3 CONSTRUCTION METHODS
Subbase shall be graded to proper elevation and cross section and
rolled to an even, firm foundation, without ruts or soft yielding places.
p3ACing and Spreading shall be in uniform lavers, without segregation
of size, to such loose depth that when compacted the layer will have
the required thickness.
Mixing the gravel shall be mixed with blade graders or other equipment
until a uniform mixture is obtained.
Rolling. Each layer shall be compacted by rolling a 3 wheel power
roomer weighing at least 10 tons. Alternated rolling and blading shall
be required as directed Lentil a smooth, even and uniformly compacted
course is obtained.
Maintenance. The surface of any layer shall be maintained in its
inish;3 condition until the succeeding layer is placed. The base shall
be properly drained at all times.
VI -4 FINE aMINQ OF BASE
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(96.1 Rough base course shall be cleaned of all loose or foreign materiel and
fD� reshaped if rutted. Approved material shall be added to meet required
grade. Shaping and compacting shall be done with blade graders and
three (3) wheel power roller weighing 8 to 10 tons. Soft spots shall
be re -enforced, drained and compacted as specified in paragraph V-4.
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Finished surface shall be smooth and even and shall not vary more than
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/8 inch in 10 feet from true profile and cross section or more than
inch from true elevation.
VII TWO COURSE BITUMINOUS CONCRETE PAVEKM
VII -1 SCOPE OF WORK
The work under this section will not commence until the foundations
for the tower and building have been completed.
Upon notification from the engineer, the contractor will proceed,
within seven (7) days, to pave the roadway in accordance with the
plans and specifications.
The contractor shall at this time regrade the subgrade so that it
is in accordance with the plans and specifications. After this is
completed, the slopes, shoulders and fine grading will be completed
in accordance with the plans and specifications.
VII -2 PAVING AND TACK COAT
The two course bituminous concrete paving shall be when completed a
paved strip fifteen (15) feet in width and two and one-half (22)
inches thick when completely rolled and compacted. All work under
this section shall comply with SECTION B-18, CLASS I BITUMINOUS
CONCRETE PAVEMENT, TYPE I-1 on Page 132 through Page 149 of the
Standard Specifications for Highvays and Bridges, 1953 Edition by
the Commonwealth of Massachusetts Department of Public Works.
The following paragraphs of that specification shall not be included
as part of this specification:
B 18:40 para. A & B
B 18:41 para. A & B
B 18:42
VII -3 OILED SURFACE
Parking lot is to receive two seal coats at the rates 3/4 and 3/8
gallon respectively per square yard of surface. A MC -2 or MC -3 or
an approved equal bitumen shall be used. Sand shall be applied in
such quantities as to soak up any surplus bitumen. Surface shall be
swept clean of any loose or foreign materials before bitumen is
applied.
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VIII TOPSOIL AND SEEDING
VIII -1 STRIPPING
All topsoil shall be stripped and stockpiled in accordance with
Paragraph IV -2.
VIII -2 SPREADING TOPSOIL
On areas to receive topsoil, the subbase shall be scarified to a
depth of 2 inches for bonding of the topsoil with the subsoil. Hand
shoveling and raking shall be required, the following rolling with
one pass of a flat roller weighing not more than 100 lb. per linear
foot and not less than 25 lb. per linear foot.
Areas to be seeded shall receive 4 inches of topsoil.
Straw shall be added to the loam as it is spread in such quantities
as to increase its binding qualities. After the seed bed is complete,
straw shall be spread over the loomed area to a depth of approximately
2 inches.
Grass seed used on the slopes shall be of the following mixture:
Chewing Fescue or Creeping
Red Fescue
Alta Rescue
Domestic Rye Grass
Red Top
Proportion Germination Purity
25%
85%
97%
30%
85%
97%
20%
90%
98%
15%
90%
92%
White Clover or Alsi.ke 10% 90% 98%
The seed shall only be sawn between April 15 to June 1 and from
August 15 to October 1 or as directed by the engineer.
Ground limestone shall be applied at the rate of 3/4 of pound per
square yard. This shall be thoroughly mined with the top soil to
a depth of 1 inch.
Fertilizer of the following chemical analysis of 8-6-4 shall be
spread at the rate of 0.2 lbs. per sq. yd.
After the lime and fertilizer have been thoroughly mixed with the
topsoil the specified grass seed shall be applied at 5 lbs. per o
1000 sq. ft. Seeding shall be done in two directions.
N
Seeding and ground preparation shall be done by experienced men only.
�o
r
IX SITE DEVELOPMENT
IX -1 SCOPE OF WORK
To provide all plant labor and material to perform all work covered
under this section and detailed on Drawing D-6771.
IX -2 CLEARING
All brush, trees and ground juniper shall be removed from the area
shown on the Site Plan, except those trees which the engineer may
direct to remain.
IX -3 PARKING AREA AND WALKS
Shall be in accordance with roadway specification for subbase, base
course and surface treatment as specified in paragraphs III, IV, V,
VI, and VII of this specification.
The walk from the parking area to the tower and around the tower
shall be supplied under this specification.
IX -4 WELL - MANHOLE
To construct a manhole as detailed on Drawing D•6771 after the well
has been completed. The well will be provided by others.
IX -5 TOWER FOUNDATION DRAINAGE
To construct a drainage ditch from the bottom of the tower foundation
in accordance with the details shown on Drawing D-6771.
IX -6 DRAINAGE SYSTEM
The main soil line shall start five feet outside of the building and
shall be 6" standard cast iron hub and spigot with leaded joints.
Line to extend to the septic tank with a pitch of at least 1/4" per
foot.
Septic tank shall be a 2000 gal. precast concrete tank as manufactured
by American Precast Tank Company of Belmont, Massachusetts or approved
equal. Tank to be provided with an eighteen inch diameter, three (3)
inch thick concrete manhole extension.
The line between the septic tank and the distribution box shall be
standard six inch cast iron with leaded joints.
c b�
o � The distribution box shall be a 6' x 2' x 2' concrete box, four
�., inches thick . 6;1
Pe The drain field shall consist of twelve (12) 60 foot lengths of four ~
w inch perforated Orangeburg pipe or approved equal with a total pitch
not to exceed four (4) inches.
The lengths shall be located in trenches, detail as shown on plan, at
least ten (10) feet apart. The lines connecting the distribution box
with the perforated pipe in the trenches shall be standard four (4)
inch Orangeburg or approved equal.
IX -7 SIGNS
The contractor shall provide and install the following signs mounted
on galvanized channel posts 2.25 #16F, posts shall be 81-0" in length
and set into ground 41-0".
Signs shall be baked enamel on a metal base 18 gauge steel as manu-
factured by The Ready Made Sign Company Inc. or an approved equal.
The following signs shall be provided and placed as directed by the
engineer:
One (1) STOP - #T-7 size 24" x 241',18 gauge, beaded type
'Two (2) CURVE (1) T-3 (Arrow Lett)
(1) T3R (Arrow Right)
18 gauge, reflector type, 24" x 24"
Four (4) SPEED LIMIT 25, #T-51 18" x 24", 16 gauge, embossed
One (1) PRIVATE ROAD NO PUBLIC HIGHWAY, #M750, 20" x 9", 18 gauge
IX -8 GRAVEL APRON
The contractor will provide a gravel apron as detailed on Drawing D-6771
around the concrete tower. This work is to be coordinated with the
contractor vho is constructing the tower.
H
f / '
REFER T IM't it
J_ A_ MCA UL_IFFT-V
N. E. SALES RmP.
294 Washington Street
BOSTOly rl ASS.
Alec= 1 '57 AM
VAH
RAB 0
°2...........C1
�
❑
IjI"cr—ivf®
BASTILLE HALSEY ASSOCIATES
gf)T(11J ARCHITECTS
BEYOND
HE CITY WATER
SYSTEMS
SMITH SYSTEM HEATING COMPANY 9 MINNEAPOLIS, MINN.
SMITH � � ' - �J'
SYSTEM
HEATING
� COMPANY
THE DAY OF THE OLD-FASHIONED
UNSANITARY OUTHOUSE IS PAST
SMITH SYSTEM
SANITARY INDOOR TOILETS
AVAILABLE IN TWO PERFECTED TYPES
CHEMICAL AND SEPTIC
•
ODORLESS AND SANITARY
THEY PROVIDE COMFORT
CONVENIENCE AND CLEANLINESS
•
PROTECT HEALTH AND
IMPROVE DAILY LIVING COND'ITiONS
•
OPERATE SIMPLY AND EFFICIENTLY
•
EASILY INSTALLED
•
NO WATER SYSTEM REQUIRED
Smith Indoor Toilets, Manufactured by:
SMITH SYSTEM HEATING COMPANY
212 Ontario Street S. E., MINNEAPOLIS, MINNESOTA
THE PROBLEM
"How can a home, cottage, school or place of business have modern
sanitation if it is located beyond a city sewage system?" It may not be
practical to install an expensive water system or possible to provide a
private sewage system but an indoor toilet is a basic minimum requirement.
It is almost inconceivable that so little thought and attention has been
given to the matter of providing indoor toilets, when people are seemingly
careful about sanitation in all other ways.
THE SOLUTION
The answer to this perplexing problem is a simple one. Install a Smith
System Odorless Chemical or Septic Toilet and have the comfort, con-
venience and health protection that only a sanitary indoor toilet can
provide.
This is the least expensive and most sanitary method of sewage disposal
where there is no water supply and no city sewage system.
THE SATISFACTION
Thousands of Smith System Sanitary Chemical and Septic Toilets are
giving highly satisfactory service in numerous places where flush toilets
are not practical.
The research and study of the past 35 years and the high grade materials
used with proven experience result in a dependable product that gives
real satisfaction.
Here are some of the places Smith Chemical and
Septic Toilets have actually been installed:
Schools Dam Construction Sites
Resorts Railroad Construction Bunk Cars
Camps Mines
Cottages Lake Cottages
Farm Homes Churches
Factories Park Systems
The Smith Chemical or Septic Toilet comes in single
and multiple units, in many sizes and capacities.
Contractors Wholesale and Retail Hardware Dealers
School Supply Companies Manufacturers' Representatives
Plumbing Supply Companies Salesmen
When you cannot place your order through one of these distributors, write the Smith System
Heating Co., 212 Ontario St. S. E., Minneapolis, Minnesota.
3
HOW THE SEPTIC TOILET WORKS
REVOLVING
VENT COWL
3FCAHOVE RIDGE
,.
friendly germs attack it and it is finally decomposed and
T O
k IN BOWL
� CHINA BOWL
VEPI ED
V ENTNT PIPE,
ABOVE CEILING
j
When the Septic tank is first installed it is filled with -ADJUSTABLE
RF SADDLE o
OOF OS
top forming a mat or screen. Other parts go into solution at
water, and then six cakes of yeast or a shovel -of rotted
�'
GF. 0
tiy`
once and the insoluble balance settles to the bottom of the
;-
TUBE
manure is added for each bowl. This speeds the septic
tank. -
4 SOLTSj...
GASKET
action. The septic process of sewage disposal takes advan-
The bacterial action continues on all these levels, until
tage of the fact that sewage contains within itself the powerstNA'
R
`QEF"UE"rte
complete decomposition takes place. During this cycle, most
of its own destruction.
BELOW E VENT PIPE
P�3 BELOW CEILING,
n ' HEAVV GUAGE
�
; WELDED
1 TE. T ° -"' SLUDGE AREIjv" "
The principle employed is a bacterial decomposition.
4
e►�`
The darkness of the tank encourages the growth of anaerobic
bacteria which, by their nature, live and multiply in a solu-
z`
tion low in air or oxygen. The yeast hastens the decomposi-
+
tion.
Never -Split
°rAio.COVT
t .ER
-
As the sewage settles into the tank, these so-called
1 "` SLEEVE J
friendly germs attack it and it is finally decomposed and
T O
k IN BOWL
� CHINA BOWL
digested. The sewage breaks up, the lighter parts rise to they
top forming a mat or screen. Other parts go into solution at
-
once and the insoluble balance settles to the bottom of the
;-
TUBE
DIP
RUBBER GAS TIGHT
GASKET COVER 7
tank. -
4 SOLTSj...
GASKET
The bacterial action continues on all these levels, until
4 gaoUr tYgTEi? LINE
OUTEr ``�ffARem
`QEF"UE"rte
complete decomposition takes place. During this cycle, most
of the sewage is changed to gas and liquid. These pass out
n ' HEAVV GUAGE
under the baffle to the drain pipe and thence to the absorp-
; WELDED
1 TE. T ° -"' SLUDGE AREIjv" "
tion bed, where final disposition of the liquid is effected.
A Sectional View of the Smith System Sanitary Indoor
Septic Toilet
Naturally, large numbers of the anaerobic bacteria are carried over into the drainage bed.
These germs cannot survive when they come into contact with air and light or the aerobic bacteria
of the upper soil. Air or oxygen penetrates the earth to a depth of at least two feet. Therefore,
these bacteria are destroyed in the absorption bed, which is laid from eighteen inches to two feet
below the level of the ground.
If conditions demand it, a cesspool may take the place of the absorption bed, but if used, it
must be ventilated. Consult your State requirements on drainage.
E ►�
5 V
I
Mwi3E0 '
IT %PE A r'
VE t�1E�N4
E
�oy�r
oe
4 `
ME4ptl��ENT MpE. ..
ACT 1 GtfN
AGITATOR 3 - -i
. _ To. GESSFROL ;
V 9#
AFSectional View of the Smith System Sanitary Indoor
Chemical Toilet
The Direct Action Agitator is clearly shown. It
positively agitates the entire contents of the tank. It
is placed directly below the bowl at the point of de-
posit where it has immediate complete action on the
sewage at all depths. A neat handle, conveniently
located behind the seat, makes for easy operation.
eta
HOW THE CHEMICAL TOILET WORKS
After installation of the Chemical Toilet has been com-
pleted the tank is filled to a depth of eight or ten inches with
water. A drum of San Sol Chemical dissolved in about six
gallons of water is then poured into the tank.
When one enters a room equipped with a Smith Toilet
you see a white vitreous bowl which looks like an ordinary
flush toilet. No odor can be discerned so positive is the ven-
tilation. The first difference noticed is that there is no flush
tank but instead a .gray ivory enameled vent pipe off the
back of the bowl.
Further investigation would show that beneath the floor
is buried a -large, heavy, rust -resisting steel tank. The con-
nection between the tank and bowl is made by a 14 -inch dip
tube of the same material.
When the toilet is used, the sewage is immediately steri-
lized by San Sol solution and the contents of the tank is re-
duced to a semi-liquid sludge. In, this way the toilet is used
for months or until the tank is full. Then you simply release,
the clean out valve, and the GERMLESS contents of the tank
empties into a cesspool. The tank may be emptied by pump- .
ing if such a service is available.
A little flushing, and a fresh charge of San Sol prepares the toilet for months more of use.
How often the tank will have to be emptied and recharged with fresh chemical will depend
upon the size of the tank and the number of people being accommodated.
4
These Parts Furnished With Each Single Seat Toilet
How To Estimate Toilet
A standard single seat system is complete with equipment that is usually sufficient to
Equipment Needed
make the installation on the ground floor of a one -room building.
1 SEAT
This equipment includes the following items:
The number of bowls required for any given
1 Bowl — best white vitreous china with integral inner sleeve.
building will depend largely upon the number of
4 Screws — nickel plated heads for fastening bowl to floor.
persons to be accommodated. The following
1 Never -Split Seat with Cover — solid oak.
schedule is based upon the best authorities avail -
1 Dip Tube of Steel — same thickness as tank. Maximum length furnished without extra
able and our many years of experience, and may
charge allows thirty (30) inches between top of tank and top of toilet room floor.
be confidently relied upon.
1 Sewage Tank, made of best grade steel, oxyacetylene welded, covered with rust resist-
SCHOOLS: Not less than one bowl should be
ing enamel and provided with cleanout opening.
provided for each sex for each class room in the
13 feet of 41/2" Enameled Ventilation Pipe.
building. One bowl should be provided for each
10 feet of 41/2" Galvanized Ventilation} Pipe.
sex and for each fifteen to twenty pupils.
2 41/2" Adjustable Galvanized Elbows are also furnished without extra charge when
RESIDENCES: One bowl with unit tank should be
required.
provided for a family of five or six persons.
1 Adjustable 41/2" Galvanized Roof Saddle.
FACTORIES: One bowl and equivalent tank ca -
1 Special Smith System Revolving Vent Cowl and Siphon Draft Accelerator.
pacity for every twenty employees of each sex.
EXTRAS
MISCELLANEOUS INSTALLATIONS: The number
Extras may be required when the following conditions exist:
of bowls required for churches, fairgrounds,
Vent Pipe runs exceeding 23 feet.
parks, etc., will vary according to local condi-
Installations where the distance from the top of the tank to the top of the toilet room floor
tions. Ask for our recommendations, giving
exceeds 30 inches. --
number of persons of each sex to be accom-
Cleanout Extensions to reach ground level, if tank is buried.
modated.
Tank Dimensions For Septic
Toilets
Y2
3
I_D
I_F-I_G-I-I
14
2 SEAT
I -J -I
-L
XM2
SERIES
lip �I�lI BOWL E BOWL H j BOWL K j BOWL _
I I
I I
-I SEAT I I
2 SEAT i = O
3 SEAT I
I I
H SEAT I
1 _
NUMBER
A
B
C
D
1 SEAT
X1
3"
14"
14"
14"
1 SEAT
X2
3
14
26
14
1 SEAT
X5
3
14
26
14
1 SEAT
Y1
3
14
26
14
1 SEAT
Y2
3
14
14
14
2 SEAT
XM2
3
14
24
14
3 SEAT
XM3
3-
14
22
SEAT
Dip Tube Collars on all Tanks are 2.5" high
Cleanout Collars on all Tanks are 5.5" high
E
3"
3
3
3
3
F G H
18" 14" 3"
7
I J K L M N O P
38" 48"
32 60
37 60
26 x 45 60
26 x 45 48
37 90
1R" 14" V 40, 120
GAL.
CAP.
215
180
240
240
190
360
18 14 18" 14" 3" 40 156 720
X1 and X2 Tanks must be installed entirely inside the foundation wa. s.
All other sizes may be installed with the cleanout outside the foundation.
4" pipe coupling welded in end of tank for drain connection.
Order by series, gauge and number of bowls;
0
These Parts Furnished With Each Single Seat Toilet
A standard single seat system is complete with equipment that is usually sufficient to
make the installation on the ground floor of a one -room building.
This equipment includes the following items:
1 Bowl — best white vitreous china with integral inner sleeve.
4 Screws — nickel plated heads for fastening bowl to floor.
1 Never -Split Seat with Cover — solid oak.
1 Dip Tube of Steel — same thickness as tank. Maximum length furnished without extra
charge allows thirty (30) inches between top of tank and top of toilet room floor.
1 Sewage Tank, made of best grade steel, oxyacetylene welded, covered with rust resist -
13 feet of 41/2" Enameled Ventilation Pipe.
10 feet of 41/2" Galvanized Ventilation Pipe.
2 41/2" Adjustable Galvanized Elbows are also furnished without extra charge when
required.
1 Adjustable 41/2" Galvanized Roof Saddle.
1 Special Smith System Revolving Vent Cowl and Siphon Draft Accelerator.
EXTRAS
Extras may be required when the following conditions exist:
Vent Pipe runs exceeding 23 feet.
Installations where the distance from the top of the tank to the top of the toilet room floor
exceeds 30 inches.
Cleanout Extensions to reach ground level, if tank is buried.
1
SERIES
How To Estimate Toilet
Equipment Needed
The number of bowls required for any given
building will depend largely upon the number of
persons to be accommodated. The following
schedule is based.upon the best authorities avail-
able and our many years of experience, and may
be confidently relied upon.
SCHOOLS: Not less than one bowl should be
11V1 111111 ilX �P ii@ 1ST Y60m In I 2
building. One bowl should be provided for each
sex and for each fifteen to twenty pupils.
RESIDENCES: One bowl with unit tank should be
provided for a family of five or six persons.
FACTORIES: One bowl and equivalent tank ca-
pacity for every twenty employees of each sex.
MISCELLANEOUS INSTALLATIONS: The number
of bowls required for churches, fairgrounds,
parks, etc., will vary according to local condi-
tions. Ask for our recommendations, giving
number of persons of each sex to be accom-
modated. _
Tank Dimensions For Chemical Toilets
I I-o-1-F—I-G-1 1 -.J -I -L 1-M- I -N 1
BOWL E BOWL H j BOWL K j BOWL _
I
I I
( SEAT I I
I I I
-2 SEAT I ( C
I
3 SEAT I I
I _ I
i
41 -SEAT
P
NUMBER A
B
C
D E
F
SANI 2"
8"
5.5"
14" 6.5"
26.5"
1 SEAT
80
28
48
K 2
14
11.5
14 6.5
250
2 SEAT
32
108
375
K 2
14
11
14
18"
3 SEAT
250
K 2
14
12
14
18
1 SEAT
S 4
14
21.5
14 6.5
2 SEAT
S 2
14
26
14
18
3 SEAT
S 2
14
24
14
18
4 SEAT
S & K 2
14
22
14'
18
Dip Tube Collars on all tanks are 9.5" high
Cleanout Collars
on S
Tanks are
9.5" high
Cleanout Collars
on K
and Sani Tanks are 5.5" high
14 18 14 2 30.5 120 375
14. 18 14 18" 14" 2" 32 150 500
Sant and Series K Tanks must be installed entirely inside the foundation walls.
Series S Tanks may be installed with the cleanout outside the foundation.
3" pipe coupling welded in bottom of tank for drain connection.
Order by series, gauge and number of bowls.
6
W
GAL.
G H I J K L
M N O
P
CAP. .
26.5"
36"
80
28
48
130
14" 2"
32
75
250
14 18" 14" 2"
32
108
375
26.5
60
130
14 2
30.5
90
250
14 18 14 2 30.5 120 375
14. 18 14 18" 14" 2" 32 150 500
Sant and Series K Tanks must be installed entirely inside the foundation walls.
Series S Tanks may be installed with the cleanout outside the foundation.
3" pipe coupling welded in bottom of tank for drain connection.
Order by series, gauge and number of bowls.
6
W
r�
Construction of the tank permits the clean-
out to be placed at the rear, in front of or at the
right or left of bowl.
. Whenever possible cleanout should be in-
side foundation walls, in which case a trap
door can be placed over it to allow operation
of the drain plug. If- the tanks are in a base-
ment and, far enough below floor above, the
drain can be operated from basement and a,
trap door will not be needed.
If cleanout is outside it should be protected
from damage and well covered with hay or
straw before cold weather to prevent any pos-
sibility of frost working down to the tank.
HOW TO VENTILATE MULTIPLE INSTALLATIONS
The vent pipe connected to the back of the toilet bowl should extend straight up through the roof whenever prac-
tical. This is particularly true of one story building installations.
If the installation is in a hip roof building it may be necessary to angle off in the attic and go out through the roof
near the ridge. Long runs of vent pipe above the roof are not recommended.
Sufficient 4'/z" pipe and adjustable elbows, if necessary, will be furnished to ventilate each bowl separately.
If multiple ventilation is necessary, as in the case of two or more story buildings, with one pipe extending through
the roof, the diameter of the pipe will be increased for each additional bowl, that is, 41/z" to 61/z" — 6'/a" to 8" — 8" to
9", etc.
In all cases the vent cowl must be above the ridge of the roof or any other source of draft interference and
firmly fastened in a perfectly upright position so that it will revolve freely.
Avoid horizontal runs of pipe and square elbows. Be sure all joints are tightly sealed and the vent pipe fastened
securely in place.
Three Bowl Camp Installation
With Individual Vents For Each Bowl
Three Bowls
9
Four Bowls
Y"d4&44-0M P"
Smith Chemical or
- Vent Thru Aoof Septic Toilets may be
Outside 4-1- " installed with the tank
Wall—> in the basement, sup-
�9�rtatorHandle
ported by strong posts
and reinforced with
74�itator pod steel straps. Or, it may
be buried in the ground
Clean 001 if there is no basement.
Ope,iMd Distance from top of
tank to top of floor
should not be less than
00 �0 20" in all installations.
oo Qo �l�itator Cleanout may be either
Q inside or outside the
building, whichever is
t� 60" -�; more convenient.
S-Tank—Cleanout Outside of Building
K Tank—Cleanout Inside Building
The Smith Toilet Solves the Health and Sanitary Problem
A Battery Showing Four Bowls on a Quadruple Size Tank
8
NA" softdA s
The Smith Drinking Fountain
The Smith 2 -in -1 Lavatory Fountain
Sectional View
For rural schools, camps, factories, and other places
where groups need a source of drinking water.
Large ten gallon insulated supply tank. Stainless steel
lining of tank prevents rusting. Angle stream drinking
attachment. Adequate mouth guard — supply pipe and
drain sources independent. Easy to care for: fill supply
tank once a day—drain off waste water at night.
The Smith Window Draft Deflector
Provides fresh air without draft.
Sheds water — non -glare surface — finished in brown.
Rigid—indestructible—made of heavy gauge steel.
Comes in three sizes: 10" and 12" high, adjustable
27" to 72" long.
11
What is the 2 -in -1? It is one piece of equipment com-
bining:
(1) Modern Lavatory—gleaming white vitreous china—
chromium plated fittings. Water supplied from 10 gallon
insulated tank.
(2) Sanitary Drinking Fountain. Angle stream drinking
attachment. Heavily insulated water tank, lined with rust-
proof stainless steel.
The Smith System of Heating
and Ventilating
Large size space heaters and floor furnaces.
Burn coal, oil, gas.
For rural schools, churches, halls, factories, and store
buildings. A complete system of heating and ventilating.
SC -52
Same qama"I qecda4a alt S"o c90&*'70dRJ,1
The Gas -Trapping Inner Sleeve
In The Bowl
The arrows show how
any stray gases in the bowl
or dip tube are trapped,—
held between the inner
sleeve and the dip tube
until carried upward and
outward through the vent
pipe connection at the back
of the bowl.
- Sanitary engineers say
that gases always follow
outside margins and surfaces. The surface walls of the
inner sleeve and the bowl attract and hold any stray
gases, the positive ventilation in the vent pipe pulls
them out and up, and no odor gets out into the toilet
room.
Chemical Toilet Tank
Easily Emptied
When the
chemical tank is
full all that is nec-
essary is to lift the
drain plug by the
handle and let
the contents flow
out into the cess-
pool.
The drain plug
of the Smith $II
Toilet is made of
pure Para rubber
held between
two steel washers. It fits snugly but removes
and inserts easily. It will not leak, and is abso-
lutely fool -proof and this is most important.
The tank may be emptied by pumping if
such a service is available.
10
The Smith System Revolving
Vent Cowl
Here is another important
reason why Smith System
toilets are without odor. This
Revolving Vent Cowl placed
usually above the roof (see
sectional view of the toilet on �� f
another page) keeps the gases
from the bowl and dip tube
constantly moving up through tha
vent pipe to the outdoors.
The Siphon Draft Accelerator in this revolving
cowl is a wonderful performer in keeping the
right draft moving upward and outward through the
vent pipe. It operates by air currents moving as
lightly as two miles per hour, protects the toilet's
ventilating system from down drafts, and ventilates
efficiently under conditions where other types of
ventilation fail.
1
Drainage Bed Important Part
Of The . Septic System
;..,,,. .
In colder climates a cesspool may be used in place of the absorption
bed. If a cesspool is used, ventilation must be provided. Use a 11/2"
iron pipe finished with a return bend, other water -proof fitting or an
efficient ventilator.
Threaded steel pipe.or cast iron soil pipe with leaded joints must
be used from tank to a point five feet beyond the foundation wall.
If the disposal of sewage in the Septic Tank is by overflow to the
absorption bed, the location and construction of this bed is important.
The bed should start not less than 10 feet from the school building (20
feet from homes or oth4pr buildings). It should be from 6 to 18 inches
below the ground surface and completely away from any open well or
stream. Glazed tile and iron pipe connect the absorption bed with the
tank, and the sewage is distributed in the absorption bed through
porous farm drain tile.
Porous, sandy or gravel soil is required for this bed. If your ground
is clay or other non -porous material, it will be necessary to dig
trenches 12 to 15 inches wide and 2 feet deeper than the tile. These
trenches are then filled up to the tile level with gravel or cinders. This
provides a good free -drainage absorption bed.
With each toilet we send detailed instructions about how to build
this absorption bed, meeting soil conditions, providing for right fall
from the tank to the bed, etc.
i_
f
BASTILLE HAL`SEYSO S CIATES
A
120 TREMONT STREET
BOSTON 8, MASSACHUSETTS
Robert A. Bastille
William A. Halsey
Mr. William Driscoll
Sanitation Inspector
11}6 Turnpike Street
North Andover, Massachusetts
Dear Mr. Driscoll:
ARCHITECTS
Liberty 2-0813
October 29, 1957
Re: Ski Development
Boston Hill
North Andover, Mass.
We enclose the North Andover Board of Health form for Sewerage
System information completed according to our understanding of
the requirements. We also include our check in the amount of
Five Dollars to cover the cost of a percolation test. .
The toilets noted are to be located in the base drive house
of the main ski tow to provide an installation as remote as
possible from the pond. A second building, the Varming Rut,
will be located nearer to the pond but will have no toilet
facilities and only a hand pump, well and sink with dry well.
Plans and details for the Warming Hut and the toilet and Tow
Drive Building will be submitted to the Town shortly.
We propose to use a chemical toilet of the septic type because
of the lack of permanent heat in this installation. We enclose
a f$lder showing this equipment for your information.
The undersigned will be pleased to meet,Vith you at your con-
venience in the evening or,on a: week -end to discuss the details
of the installation or to review the requirements of the Town
as they affect the Boston Ski. Development Corporation.
Very truly yours,
BASTILLE HALSEY ASSOCIATES
by --
David C. Stewart
DCS:shh
Encl.
c
c
BOARD OF HEALTH
T CNN OF NORTTH ANDOVERt MASS.
�o
20�
row Machinr,q) , 1/000; ----�
�
0
a
.__,._..2 -50O't ---- ---
Boston Ski Development Corp.
1. ME; Lancs of Jahn Farnum . . . . . . . . . DATE .O.ct..2.9,. 1957 .
2. ADDRESS $oStorl Ui.1L . S aleir T1.rwi%e. LUT. N0. . . TEL. . .
3. N0, OF BEDROOMS . . kjoLLe. DEN YES . . . . . NO..
4. GARBAGE GRINDER YES . . . .- . NO.. X . . . BOSTON SKI DEVELOPMENT CORP.
19 Congress St., Boston,Mass
5, SHOW DIVENS IONS OF HOUSE
Architects
6. SHOWDISTANCES OF HORSE TO ALL PROPERTY LINES
BASTILLE HALSEY ASSOCIATES
7. SHOW DIPENSIONS OF LOT 120 Tremont St., Boston,Mass
8, SHOW LOCATION AND SIZE OF SEPTIC TANK Cit CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKS V STREAKS, DITCHES. LEDGE OUTCROP, ETC.
11, SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
`.J
NOTE: LOCAL REGULATIONS SHOUID EE READ CAREFULLY,
Specification: 4 -seat septic toilet system, XML+, as manufactured by
The Smith System Heating Company.
BASTILLE HAI<SEY ASSOCIATES
120 TREMONT STREET
BOSTON 8, MASSACHUSETTS
Robert A. Bastille
William A. Halsey
North Andover Board of Health
Town Hall
North Andover, Mass,
-v
ARCHITECTS
Llberty 2-0813
November 15, 1957
Re: Ski Development
Boston Hill
North Andover, Mass,
Attention: Dr. Julius Kay, Chairman
Gentlemen:
We enclose one print each of our Drawing No, 2, Drawing No, 3,
and Sketch No, 1 showing proposed buildings for the Boston Ski
Development Corporation on Boston Hillp.North Andover,, We are
also enclosing Drawing No, 1, Site Plan*
Pending the review of the Board of Health in reference to the
toilet system, we would appreciate permission to proceed with
the construction of the Warming Hut with a well and hand pump,
and the two machine houses without toilet facilities. On Draw-
ing No, 3, we have deleted the plan for the Main Tow House with
toilet, and substituted Sketch No. 1, a plan without.toilet but
with provision for adding a toilet if required,
Any consideration in this matter will be appreciated.
very truly yours,
BASTILLE HALSEY ASSOCIATES
by/�cC -
David C. Stewart
DCS:shh
cc: Boston Ski Development Corporation
November 26, 1957
Miss Mary Sheridan R. N.
Health Agent
Board of Health
North Andover, Mass.
Dear Miss Sheridan:
I visited the site of the Boston Hill Ski Development on
November 9, 1957 and discussed the possibilities of installing
a sewage disposal system with Mr. Stewart.
He had plans of installing four toilets in a small structure
at the base of the ski tow. He wanted to install chemical toilets
instead of flushing units. I informed him that the Board of Health
did not approve of this method and showed him Section 10 of the
Plumbing and Sewage Disposal Regulations, Town of North Andover.
This section states in part, "No indoor toilet or water closet,
except that which is provided with proper means of flushing with
water at time of using, where water is available, shall hereafter
be installed, on any premise in this town."
I then discussed the availability of water with Mr. Stewart.
They have constructed a large basin which is constantly filled
with water supplied by a brook. This water is to be used to supply
the snow making machines. He agreed that the water supply is un-
limited at this source and the overflow goes into a culvert and
drains overboard. He also stated that they are going to drive a
well for the snack bar which is to bo constructed nearby. I ex-
plained to him that water could be taken from either of these
supplies very easily by means of a small inexpensive pump. This
could be set up in the snack bar and piped to the flush toilets in
the other building.
I further discussed the possibilities of installing a septic
tank and leaching lines. This could be set up at the toe of the
slope very easily.
No percolation test was made at the time because he wanted to
check with his clients and see if they wanted to go along with my
recommendations or take the problem up with the Board of Health
and try and convince them to go along with the chemical toilets.
Miss Sheridan Page 2 November 26, 1957
I feel that where it is at all possible, no indoor toilets
should be installed without means of flushing with water.
WJD/hd
f
Very truly yours,
h
i
William J. iscoll
0
December 4. 1557
Mr. David Stewart
Bastille Halsey Associates
120 Tremont Street
Boston 83 Massachusetts
Dear Mr. Stewart:
He: Ski Development
Boston Hill
North Andover, Massachusetts
After careful consideration, the Board of
Health approve the installation of a temporary toilet system
described as a 'self-contained tank system, at the Ski
Development in North Andover, for one year tr4al period.
The waste water from the sink in the Warming
H ut will be disposed of according to a plan filed, anddapproved
by Mr. Driscoll, This, also, is a temporary 4;;jfangement.
Yours very truly,
BOARD To' P&UTH
By
Mary F. "heridan., Agent
C.
BASTILLE HALSEY ASSOCIATES
120 TREMONT STREET
BOSTON 8, MASSACHUSETTS
Robert A. Bastille
William A. Halsey
North Andover Board of Health
Town Hall
North Andover., Mass.
Gentlemen:
ARCHITECTS
Liberty 2-0813
November 15, 1957
Re: Ski Development
Boston Hill
North Andover, Mass.
We would appreciate the opportunity to meet with your Board to
request permission to install a temporary toilet unit in place
of the septic system rejected by your Board recently for the
Boston Ski Development Corporation.
The Owners feel that the future of the Hill is too nebulous in
scope to justify a full sewage system at this time. They would
like to install in a separate small building a self-contained
tank type system for their initial operation. In the future,
it is expected that a full Water system will be installed or
town water may be available, and at that time a permanent flush
toilet would be installed in a location less exposed than the
main tow machine building.
Please advise when we may discuss this matter with the Board of
Health.
Very truly yours,
BASTILLE HALSEY ASSOCIATES
by—
David C. Stewart
DCS:shh
cc: Boston Ski Development Corporation
December 5, 1958
Mr. Robert Dunn, Manager
Boston Ski Development Corporation
18 beery Street
Malden, Massachusetts
Dear Mr. Dunns
Afte reviewing the tempory toilet system
installation discribed as a "self-co.itaind tank system" in
usu at the Boston Ski -Development, the Board of Health approve
the system for an indefinite time, naiiely until such time as in
the Board of Health's opinion the system is not satisfactory.
Yours very truly,,
BOA'D OF H�ALTH
By
Mary F. SheridEj Agent
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Boston Hill Ski Development
Boston Hill
APPLICATION FOR SEWAGE ISPOSAL IMTALLATION
HEALTH DEPART DZNT --NORTH ANDOVER., MASS.
I hereby make application for a permit for a sewage disposal installation at
. I will install this system in
accordance with all the laws of the Commonwealth of Massachusetts and regulations
of the Board of Health of the Town of North Andover.
Further, I will construct the house sewer of bell and spigot pipe, the minimum
diameter being 4 inches, and will maintain a minimum grade of 1% until 10 feet
preceding the septic tank, where the grade shall not exceed 2%. I will install a
concrete septic tank of plan size. A manhole (s) permitting easy
cleaning will be provided witfi removable cover (s) of iron or concrete within 12
inches of the ground surface. I will provide subsurface disposal field with open
jointed bell and spigot Ackron pipe at least 4 inches in diameter and laid in a
series of trenches, the bottom of which will provide a minimum of ee DJan A lineal
(square) feet of effective absorption area. The pipes will be laid on a 6 inch
layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches
(dia.) and the pipes will be surrounded by similar material to.a height of 2 inches
above the crown of the pipe. The joints of these pipes will be protected from
clogging and before filling the trench, 2 inches of gravel or - stone 1/811 to lAft
(dia.) will be placed over the course gravel or stone. The disposal field will be
installed at a grade of 4 to 6 inches/100 feet. No single the line will exceed
100 feet in length and in any case, two lines of the will be installed. A minimum
of 6 feet will be.maintained between the center lines of the disposal field trenches
and the average depth of trench shall not exceed 36 inches. No part of the in—
stallation will be less than 100 feet from any private water supply, 25 feet from
any stream, 20 feet from any dwelling or 10 feet from any property line. I further
offericer, as provided below, and to incorporate any additional requirements that
may be attached to the permit. Plot Plans must be submitted with application.
DATE Decs 5-167
Mao Stmt f Applicant,
I hereby issue the above permit for the
Mao
of Health of the Tonin of North
Andover, Massachusetts.
DATE .. Dec. 5. 95
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE
Signature of Inspecting Officer
Percolation Test 10 min Soil- sandy -clay
r i
Garbage Grinder
Plan A
130ARD OF HEALTH
TOWN OF' NORTE ANDOUERt hwS.
_l
tJ LEX L� • �.1►=
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(�0 6� �--bep`I�SrpE �iAMs`T�� �EA�1,lr>uCM�,9N
Or- S-roj a ours
fC,14r I'vf,.
VLA EAC,i/n]�
GRWACM RApio8a 40 �.ei�£
LveAreD Ar SL D Go.
jSNAcK �a� + WAitM
�v j,'Ic LocATP-1J PLRe
o r�. Are re � S � N k to F'. WA 'rE —�--� -f
j Si1J Al L. oPX Mr-. ATE
1. NAM o s �-r d w�.� , ��I !. 4 . r
2. ADDRESS :^ ;' ;� . 41
Ste.. LOP NO. . . . . . . TEL. . . . . . . .
3. .: =N—YES- NO.. .. . . �-
4, , .. . . . . SQACt`'RAR,.FICILl'rIES
5. SHOW DIL ENSIGNS OF HOUSE W A S T Z. 7PL- o r,l S i Q
6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES ®
7. SHOW DIPMISIODS OF LOT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKS, STREJU62 DITCHES9 LEDGE OUTCROP, ETC
11, SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE; LOCAL REGULATIONS SHOULD HE READ CAREFULLY.
November 30, 1957
Miss Mary Sheridan R. N.
Health Agent
Board of Health
North Andover, Mass.
Dear Miss Sheridan:
An examination was made as requested in order to
determine the suitability of the soil for the subsurface
disposal of waste from a snack bar on the proposed build-
ing site of the Boston Hill Ski Development, Turnpike St.
.The subsoil in the area was of a sandy clay content
and a 10 -minute percolation test was conducted.
I have designed a system which will act as a temporary
arrangement for this winter with the agreement that a per-
manent installation will be set up next year.
This system is only designed to take care of waste
water from the sink in the snack bar and is not to be
hooked up with any toilet facilities.
The system is outlined on the enclosed form.
VVJD/hd
Very truly yours,
ZJilliam J. D scoll
X
BOARD OF HEALTH .%'"A4
Julius Kay, M.D., Chairman NORTH ANDOVER r o4NORTy�
R. George Caron MASSACHUSETTS K 3: ��paPORgrP.
Edward J. Scanlon 01845 t q. o
e 2 � AvaiL7r+
TEL. 682-6400
August 17, 1977
Julius Kay, M.D.,Chairman Rei Sub -surface sewerage disposal system
No.Andover Board of Health Boston Hill Ski Area -Alpine Slide
No.Andover, Mass.
Dear Dr. Kay:
We have checked figures on water consumption
supplied by the Department of Public Works for the past year as
used by the Boston Hill Ski Area.
It is my opinion that the present sytem at this
location is large enough to handle both the increased activity of
the Alpine Slide business and the estimated activity of the winter
ski business.
Very truly urs,
Frank C. Gelinas, RPE
Board of Health Engineer
fcg;mj
cc: Bldg.Insp
Boston Hill
..►= Ski Area
l APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
Route 11)1 g)irnn;kP St . I will install this system in ac-
cordance with all the laws of -the Commonwealth of Massachusetts and regulations of
the Board of Health of the Town of North Andover.
Further, I will construct the house sewer of bell and spigot pipe, the minimum
diameter being 4 inches, and will maintain a minimum grade of 196 until 10 feet pre-
ceding the septic tank, where the grade shall not exceed 2%. I will install a con-
crete septic tank of 1500 gal., in size. A manhole (s) permitting easy cleaning
will be provided with removable cover (s) of iron or concrete within 12 inches of
the ground surface. I will provide subsurface disposal field with 4 inch perforated
or open jointed pipe and laid in a series of trenches, the bottom of which will pro-
vide a minimum of 300 lineal (q� feet of effective absorption area.
The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging
in size from 3/4 to 1-1/2 inches (dia.) and the pipes will be surrounded by similar
material to a height of 2 inches above the crown of the pipe. The joints of these
pipes will be protected from clogging and before filling the trench, 2 inches of
gravel or stone 1/8" to 1/4" (dia.) will be placed over the course gravel or stone.
The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single
tile line will exceed 100 feet in length and in any case, two lines of tile will be
installed. A minimum of 6 feet will be maintained between the center lines of the
disposal field trenches and the average depth of trench shall not exceed 36 inches.
No part of the installation will be less than 100 feet from any private water supply,
25 feet from any stream, 20 feet from any dwelling or 10 feet from any property -line.
I further agree not to cover any portion of this installation until approved by the
inspection officer, as provided below, and to incorporate any additional requirements
that may be attached to the permit. Plot Plans must be submitted with application.
DATE' f2 ,-v • / `i l 6
Signature of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE'S
ignature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as descri ed.
DATE !) vb
Signature oOVIrnspecting Offi er
Percolation Test 6 min. t 'Clay
Garbage Grinder NO.
0
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
1. NAME i70 S"►] . fN 17 c! rJ w DATE
2. ADDRESS v i 1 } , (��� , ,s�rsvc LOT NO. TEL.
3. NO. OF BEDROOMS DEN YES NO
4. GARBAGE GRINDER YES NO
5. SHOW DIMENSIONS OF HOUSE
6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES
7. SHOW DIMENSIONS OF LOT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC.
11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS..
seo t
401
1 40'
i2Qs E 114
'1-44
3t
tff _ I
1. NAME-sQ S-0 Q W+`�I S IC i r�"�7� — I� (rt,� . Un,' N DATE i l — `4 — t, ip
2. ADDRESS K.c u M l i q i (\I8 , 6Dbvere LOT NO. TEL. D Y
3. NO. OF BEDROOMS U mAo-- DEN YES NO M cl
4. GARBAGE GRINDER YES NO
✓'5. SHOW DIMENSIONS OF HOUSE
6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES
%. SHOW DIMENSIONS OF LOT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
/ 9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC.
➢/'l1. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
r
+ BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
---30f1 `
3TIN
T
bf eox' 'boy.
7ao
1. NAME SO S ►" 4"t. k f -i 'i Ei DATE
2. ADDRESS (?O V rC- U+ ti q o , AM,-jY w(„ LOT NO. TEL. d
3. NO. OF BEDROOMS DEN YES NO
4. GARBAGE GRINDER YES NO
5. SHOW DIMENSIONS OF HOUSE
6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES
%. SHOW DIMENSIONS OF LOT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM Wt�
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC.
11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
BOARD OF HEALTH OF NORTH ANDOVER, MASSACHUSETTS
SEWAGE DISPOSAL
DATE ?,tovember 5, 1966
NAME OF APPLICANT Robert Duma - Boston Hill Ski Area
LOCATION_3-Q-qte 114
Address of lot no.
BUILDING: Dwelling Other x
SYSTEM: New y Repair_______
GENERAL DESCRIPTION OF LAND, I1�rah
SUBSOIL: Clay X Gravel Sand
PERCOLATION TEST 6 minutes per inch.
MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK 1500 gallon capacity.
LEACH FIELD 300 _lineal feet of drain pipe.
wiiiiam j. i coii, Engin er
Board of Hea
Marys -
if, this is n f t what
he wants, let me know.
Thanks
r
Leah
LEORGE H. SANFORD, CHAIRMAN JOHN P. THOMPSON RAYMOND J. CANTY, CLERK
20$St�e° TOWN OF NORTH ANDOVER, MASS.
�p BOARD OF PUBLIC WORKS
WATER, SEWER, PARK, PLAYGROUND AND SCHOOL GROUNDS DEPARTMENTS
�9SSACHUSES SUPERINTENDENT AND ENGINEER
JOSEPH J. BORGESI
Boston Hill Ski Tow
1275 Turnpike Street
North Andover, Mass.
'-
C/i
01/ 0
1976 - Water Rates
o
January 2 cu ft. / 3.00
April 36 cu. ft. 9.$4
July - closed 1 cu. ft. 3.00 min. charge
Oct. - closed 1 cu. ft. 3.00 min. charge
$1 .
1977 - Water Rates,,
January 1 cu. ft, 3.00 3 I
April 54 cu. ft. 14.16 ,
July 10 cu. ft. 3.00
Oct. unknow at this time
Ov 1b y
Pry
71* gallons = one cubic foot
Julius Kay, M.D., Chairman
R. George Caron
Edward J. Scanlon
BOARD OF HEALTH
NORTH ANDOVER
MASSACHUSETTS
01845
May 21 1977
Mr. Frank C. Gelinas, RPE
No.Andover Office Park
No.Andover, Mass.
Dear Mr. Gelinas:
Mr. Charles Foster, Building Inspector, has
informed us that Boston Hill Ski Area intends to expand its present
activities by erecting Alpine slides.
Will you please check out the sub -surface
disposal system to determine whether or nor the present system
is adequate for the large number of people they anticipate.
jk;mj
cc: Mr. Foster
Ve truly yours,
Julius Kay, M.D.
Chairman
UQS
Gam`
2 prof
t EAPRILMAN
iA
ysSgCHUS�
TEL. 682-6400
October 29, 1959
Mr* Robert Dunns Manager
Boston Hill Ski Area
18 Seery Street
Malden, Massachusetts
Dear Mr. Dunn:
The Board of Health approve the "self contained tank system" at
The Ski Development for the season 1959 -*960.
Yours very truly,
BOARD OF HEALT H
By
Plary F*-- 'hera -Tan, -7gent
CIO
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BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
1.
NAME
DATES '
2.
ADDRESS
�Itlz&� LOT NO.
TEL.
3.
NO. OF BEDROOMS
DEN YES
NO
4.
GARBAGE GRINDER YES
NO
5. SHOW DIMENSIONS OF HOUSE
6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES
%. SHOW DIMENSIONS OF LOT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC.
11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
�� 1
3 ��
� 0 1
�.�?�- �'
�� � F
.� � � �
�a .�.r�� ���� � G
�.��
��� f
� �� �
fjl!
Tel. from Mr. Stewart
Places using ChemicalK Toilets
Worcester YMCA Camp Textron, Mass.
Camp Beckett Beckett, Mass
Apalichian Mt. Club Blue Hills
All Coast Guard Radar Stations (Yr. Round)
SDPW Db struction areas
MIT Bedford, Mass. (Yr. round)
Logan Air Port 1 Hanger
Park and. Recreation Areas have been-usi g many years
Build own and have concrete tanks
(Mere Information from Arnold Howard State House
Est. 775)
Will Bd. approve smaller unit if this is only
to be used on trial one female unit and
one urinal and one seat o n male side.
a
ILI
-?�/h
V- /
No -------------- :---
APPLICATION
o -----------------
APPLICATION FOR LICENSE
---------- Mass -- --------------------------------------19-----
TO THE LICENSING AUTHORITIES:
In accordance with the provisions of the Statutes relating thereto, application for a License 4s hereby made by
---------------------------------- ----- -r----'-_''--- =- ----------------------------------------------
(Full name of perxon, firmor corporation making application)
STATE CLEARLY To-----------------------� _-�th-'vCar-----'r-- -`mac----
PURPOSE FOR
WHICH LICENSE -----------------------------------------------------------------------------
-------------------------
IS REQUESTED
--------------------------------------------------------------------------------------------------------
At------------ fzL-,e-- 4 ----� W -----' ------- S -Y--- `------------------------
GIVE LOCATION --------------------------------------------------------•-
----------------------------------------------
BY STREET py
AND NUMBER in said -----``----- l
in accordance with rules and regulations made under authority of said Statutes.
��(}!��p p �J------------------`iiirnature of Applicant.
a
of e�
Address
/ r
,0< Received-_ �------_..__19A'�- Approved--- - ------------195-7 i_icensc Granted--'_-- �------------- is -6 %
The Neiman Press. Form 165)/
ROBERT W. DUNN, Mgr.
��o�tovt JCC# Shi -A".
TURNPIKE STREET, NO. ANDOVER, MASS.
At long last, an alpine lift only 22 miles from downtown Boston!
This season we will have at Boston Hill, in addition to its two rope tows,
a brand new high capacity alpine J -Bar lift. Also we have widened and
extended our novice area to three times its previous size, thus insuring
more enjoyable skiing for the novices and intermediates with plenty of
room to prepare those stem and snowplow turns. Of course, the snow-
making system has been extended to cover this new area also.
Another new feature this coming season is an enlarged snack bar
which we will operate cafeteria style in order to give you, the customer,
better and more efficient service.
This year we are offering you a chance for a double discount towards
the purchase of your season ticket. The price schedule is enclosed, giving
you the details of this chance for a double discount. Act early and save
those dollars so that you can put them toward that new pair of skis or
boots.
MUrdock 8-6501
DAvenport 2-7289