HomeMy WebLinkAboutMiscellaneous - 50 STANTON WAY 4/30/2018 (2) ❑ ❑
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PUBLIC HEALTH DEPARTMENT
Community Development Division �`�
TOWN OF NORTH ANDOVER NOV 19 2014
SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION TOWN OF NURTJJ ANDOVER
HEALTH_o--PA7M
The undersigned hereby certify that the Sewage Disposal System/Constructed;( )repaired;
(Print Name)
Located at: -s� 57 P AJ r7}j WAY L 07
(Installation Address)
Was installed in conformance with the North Andover Board of Health approved plan,originally dated
9/2-3 and last revised on �f/� / with a design flow of
gallons per day. The materials used were in conformance with those specified on the
approved plan;the system was installed in accordance with the provisions of 310.CMR 15.000,Title 5 and local
regulations,and the final grading agrees substantially with the approved plan.All work is accurately represented on
the As-built which has been submitted to the Board of Health.
Bottom of Bed Inspection Date:
Engineer Repr entative(Signature)
And—Print Name
Final Construction Inspection Date:,
s Engineer Representative(Signature)
And—Print Name
Installer. (Signature) Date: t)
And 9qdnt Name
Enginer:
(Signature) Date:
i
I
And—Print Name
i
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthondover.com
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• Sw•{SG'ED�j��'
•
.North Andover Health Department
Community Development Division
ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES
ADDRESS: 50 Stanton Way MAP: LOT: Lot 5
INSTALLER: Matthew Manning
DESIGNER: Christiansen & Sergi Inc.
PLAN DATE: 4/22/13 (revised 6/13/13)
BOH APPROVAL DATE ON PLAN: 6/18/13
INSPECTIONS
TANK INSPECTION: 10/21/14
DATE OF BED BOTTOM INSPECTION: 10/8/14
DATE OF FINAL CONSTRUCTION INSPECTION: 10/28/14
DATE OF FINAL GRADE INSPECTION:
SITE CONDITIONS
N/A Contractor reports any changes to design plan
N/A Existing septic tank properly abandoned
® Internal plumbing all to one building sewer
® Topography not appreciably altered
Comments:
SEPTIC TANK
® Building sewer in continuous grade, on
compacted firm base
N/A Cleanouts per plan
X Bottom of tank hole has 6" stone base
X Weep hole plugged
X 1500 gallon tank has been installed
X H-10 loading
X Monolithic tank construction
® Water tightness of tank has been achieved by
visual testing
® Inlet tee installed, centered under access port
Z Outlet tee installed, centered under access port
(gas baffle)
® 24" inch cover to within 6" of finish grade
installed over one access port
® Neoprene boots around inlet & outlet
Comments:
DISTRIBUTION-BOX
® Installed on stable stone base
® H-20 D-Box
N/A Inlet tee (if pumped or >0.08'/foot)
® Hydraulic cement around inlet & outlets
® Observed even distribution
N/A Speed levelers provided (not required)
® Schedule 40 PVC Pipe
Comments:
SOIL ABSORPTION SYSTEM (General)
X Bottom of SAS excavated down to C soil layer,
as provided on plan
X Size of SAS excavated as per plan
® Title 5 sand installed, if specified on plan
(waiting on sieve analysis)
N/A 40 Mil HDPE barrier installed
® Laterals installed and ends connected to
header (and vented if impervious material
above)
® Elevations of laterals and chambers installed as on
approved plan
N/A Retaining wall (boulder/concrete /timber/ block)
❑ Final cover as per plan
Comments: with overdig 40Wx45L, 32Lx29W
SOIL ABSORPTION SYSTEM (Gravel-less Chambers)
® Brand and Model of Chamber: High Capacity
Quick 4 Infiltrator Chambers
Z Number of chambers per row: 8
® Number of rows (trenches): 3
Comments: Total Chambers = 24
FINAL GRADE
Loamed
Seeded
Cover per plan
Comments:
DOCUMENTS NEEDED
Inx Certification of Installation Form submitted
By engineer and signed and dated by
/Engineer and installer
As-Built Plan
BM = 94.77
HR = 3.66
HI = 98.43
SYSTEM ELEVATIONS
ROD AS-BLT INVERT DESIGN INVERT
ELEVATION ELEV ELEV
Benchmark
Building Sewer OUT 3.62 94.46 94.24
Septic Tank IN 3.91 94.17 94.04
Septic Tank OUT 4.22 93.86 93.79
Distribution Box IN 5.00 93.08 93.07
Distribution Box OUT 5.18 92.90 92.90
Lateral 1 TOP 5.22
Lateral 1 INVERT 92.86 92.86
Lateral 2 TOP 6.27
Lateral 2 INVERT 91.81 91.86
Lateral 3 TOP 7.19
Lateral 3 INVERT 90.89 90.86
Top of Chamber
Bottom of Bed/Chamber 6.54 / 7.52 / 8.53 91.89/90.91/89.90 91.90/90.90/89.90
i
CRITICAL SETBACK DISTANCES
Mark those distances checked in the field against the design plan and regulatory
setback
Tank SAS Sewer
® Property line 10 10 --
® Cellar wall 10 20 --
® Inground pool 10 20 --
® Slab foundation 10 10 --
® Deck, on footings, etc 5 10 --
® Waterline 10 10 101
® Private drinking well 75 1002 50
® Irrigation well 75 100
® Surface Water 25 50
® Bordering Vegetated Wetland ,
Salt Marsh, Inland/Coastal Banka 75 100
® Wetlands bordering surface
water supply or trib. (in Watershed) 150 150
® Trib.to surface water supply 325 325
® Public well 400 400
® Interim Wellhead Prot. Area
® Reservoirs 400 400
® Drains (wat. supply/trib.) 50 100
® Drains (intercept g.w.) 25 50
® Drains (Other)Foundation 10(5) 20(10)
® Drywells 20 25
Suction line 222(2)
2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02).
3 As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA
wetland bylaws
E
Map-Block-Lot
Uto Commonwealth of Massachusetts
BOARD OF HEALTH Permit No
BHP-2014-0805
-----------------------
North Andover FEE
P.I. $250.00
-----------
F.I. ------------
DISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby granted Matthew Manning------------------------------------------------- ------------------------------
-------------- - -
to(Construct)an Individual Sewage Disposal System.
at No --50--STANTON-WAY--------------
- --------------------------------------------------------------------------------------------------------
as shown on the application for Disposal Works Construction Permit No. BHT--201-4---080--. ated October-0-2-,-2-0-14
F[LE (I 10D P Y------------
issued On:Oct-02-2014 --------------- BOARD OF HEALTH
-------------------------------------------------------------------
NORTIy Application for Septic Disposal System a l Li
3;c`i�..• •1�OOL TODA 'S DATE
. ` pConstruction Permit - TOWN OF
ORTH ANDOVER, MA 01845 $250.00—Full Repair
CMUS t $125.00-Component
Important: Applicatioereby made fora permit to:
When filling out pein
forms on the Construct a new on-site sewage disposal system*
computer,use ❑ Repair or replace an existing on-site sewage disposal system*
only the tab key
to move your ❑ Repair or replace an existing system component—What?
cursor-do not
use the return
key. A. Facility Information
LO } 5 S '�-0.n40n ol�/
Address or Lot#
A)e /�r n4 O V Q C
City/Town
2,*TYPE OF SEPTIC SYSTEM*:
❑ Pump Gravity(choose one)
***If pump system,attach copy of electrical permit to application***
❑ Conventional System (pipe and stone system)
Infiltrator or Biodiffuser(Gravel-Less)(Attach a copy of your certification to install this type of system.
❑ Pressure Distribution S.A.S. (No D-Box) (Attach Draft Maintenance Agreement)
❑ Pressure Dosed (D-Box Present)S.A.S.
2. Owner Information
G-. AA. z . ea-1 kV Tc%.5-r
Name
6 7 9 ose,6 od
Address(if different fromWove)
Aar-t�. A n d,,ov-&r MA Q 1 B 11�_
CityfTown State Zip Code
Telephone Number
3. Installer Information
mo64-tv AAgL a q;� . , C' N PCO lExc a.v A a n
Name Name of Company
10
Address
City/TownState Zip Code
Telephone Number(Cell Phone#if possible please)
4. Designer Information
Q�i �i n G-. G�c�5.1-�, 4.�Sen C�'►t:.S�';c,r f c n 9�',�� , I I1�C.
Name Name of Company
)60 Sw�►Ma s+
Address
t/aVe,6%-- M 14 p 18315
City/Town State Zip Code
Telephone Number(Best#to Reach)
'Application for Disposal System Construction Permit•Page 1 of 2
riaRry Application for Septic Disposal System
`�,J ,• L'p Construction Permit - TOWN OF TODAY'S DATE
'• . ' ORTH ANDOVER, MA 01845 $250.00-Full Repair
$125.00-Component
iss^cHO
PAGE 2 OF 2
A. Facility Information continued....
5. Type of Building:"?!�Residential Dwelling or❑Commercial
B. Agreement
The undersigned agrees to ensure the construction and maintenance of the afore-described
on-site sewage disposal system in accordance with the provisions of Title 5 of the
Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of
North Andover, and not to place the system in operation until a Certificate of Compliance has
been issued by this Board of Health.
Name Date
Appli tion Approve y: (Board of Health Representative)
a Date
Application sapproved for the following reasons:
For Office Use Only:
1. Fee Attached.? Yes No
2. Project Manager Obligation Form Attached? Yes No
3. Pump S sy tem? If so,Attach copy o.Mectrical Permit Yes_ ]VO
4. Foundation As-Built?(new construction ronly): Yes No
(Same scale as approved plan)
5. Floor Plans?(new construction only): Yes No
Application for Disposal System Construction Permit•Page 2 of 2
SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS
As the North Andover licensed installer for the construction for the septic system for the property at:
(Address of septic system) For plans by
(Engineer)
Relative to the application of l 1&.� ui MQl1 A' t) *\
(Installer's name) ef7 And dated q p a � 3
Dated
ri na ate
O 7 ' Lf � I � /) 3
( o ay s ate With revisions dated
(Last revised date)
I understand the following obligations for management of this project:
1. As the installer,I am obligated to obtain all permits and Board of Health approved plans prior to
performing any work on a site. I must have the approved plans and the permit on site when any work is
being done.
2. As the installer,I must call for any and all inspections. If homeowner,contractor,project manager,or any
other person not associated with my company schedules an inspection and the system is not ready,then
item three shall be applicable.
3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as
indicated below. I understand that requesting an inspection without completion of the items in accordance
with Title 5 and the Board of Health Regulations may result in a$50.00 fine being levied against me and/or
my company
a. Bottom of Bed—Generally, this is the first (V5 inspection unless there is a retaining wall,which
should be done first. The installer must request the inspection but does not have to be present.
b. Final Construction Inspection—Engineer must first do their inspection for elevations,ties, etc.
As-built of verbal OK (or e-mail to: healthdel2tgtownofnorthandover com) from the engineer must
be submitted to the Board of Health,after which installer calls for an inspection time. Installer must
be present for this inspection. With a pump system,all electrical work must be ready and able to
cause pump to work and alarm to function.
c. Final Grade—Installer must request inspection when all grading is complete. Installer does not
have to be on-site.
4. As the installer, I understand that only I may perform the work (other than simple excavation)and I am required
to complete the installation of the system identified in the attached application for installation. I further
understand that work done by others unlicensed to install septic systems in North Andover can constitute
reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of
North Andover, significant fines to all persons involved are also possible
5. As the installer, I understand that I must be on-site during the performance of the following construction
steps:
a. Determination that the proper elevation of the excavation bar been reacbed.
b. Inspection of the sand and stone to be used.
c. Final inspection by Board of Healtb staff or consultant.
d. Installation of tank, D-Box, pipes, stone, vent,pump chamber, retaining wall and other
components.
6. As the installer.I understand that I am solely responsible for the installation of the system as per the
approved plans. No instructions by the homeowner,general contractor, or any other persons shall absolve
me of this obligation.
Undersigned Licensed Septic Installer: 0, r (Today's Date)
� �F
(Name—Print) (N e—Signe
9. TP-30 was recorded with weeping water at 24" and TP-31 was recorded with weeping
water at 20". Also in TP-31 the Bw layer extended to 28". A copy of the Board of Health
representative's field notes are enclosed for reference. .
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a wastewater treatment and dispersal system which will be in
compliance with all regulations and assure protection of public health and the environment of
North Andover.
/Sincer . S wyer, HS/RS
Public Health Director
cc: Green & Company
File
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
TOWN OF NORTH ANDOVERa �
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
1600 OSGOOD STREET; SUITE 2035
NORTH ANDOVER,MASSACHUSETTS 01845
978.688.9540-Phone
Susan Y.Sawyer,REHS/RS 978.688.8476—FAX
Public Health Director E-MAIL:healthdept(a townofnorthandover.com
WEBSITE:http://www.townofnorthandover.com
SEPTIC PLAN SUBMITTAL FORM
Date of Submission: 5 /
Site Location:Lot 16-5 Saracusa Way
Engineer:Christiansen & Sergi, Inc.
New Plans? Yes XX $225/Plan Check# 3 /f,0 . (includes 1St submission and one re-
review only)
Revised Plans?Yes $75/Plan Check#
Site Evaluation Forms Included? Yes No XX
Local Upgrade Form Included? Yes No XX
Telephone#:978-373-03.10 Fax#:978-372-3960
E-mail:-phil@csi-engr.com
Homeowner
Name:G.M.Z. Realty Trust
Applicant: Green & Company, 11 Lafayette Rd, No.Hampton, NH 03862 800-429-8615
OFFICE USE ONLY
7REVE
II� i
When the submission is complete(including check):
➢ Date stamp plans and letter 2013
➢ Complete and attach Receipt TOWN OF NORTH ANDOVER
➢ Copy File; Forward to Consultant HEALTH DEPARTMENT
➢ Enter on Log Sheet and Database
I
No. THE COMMONWEALTH OF MASSACHUSETTS FEE
BOARD OF HEALTH
— Two OF Af4k llf !}N I)QUE
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct (�4 Repair ( ) Upgrade ( ) Abandon ( ) -' 'Complete System ❑Individual Components
6 / _ 1( Location Owner's Name
I I 1 La buy z fk ?d �U, 14.7rnrrhno .'"f
Map/Parcel# dre s
LD i d- �tf�c� -SF zy--SI-01 I-,S--
Lot# �^ Telephone#
i� /'t S .SPM rl tt
Installer's Name de's'
ner's Nance tg
1(01) �GPm�v►E� S c ilei—t14.1 01&36
Address ' Address
UK -373 —031L')
Telephone# Telephone#
Type of Building: cS 114(k1 j Lf Lot Size Fl j6 S_7 Sq.feet
Dwelling—No.of Bedrooms Garbage Grinder (A
Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(min required) qqb gpd Calculated design flowgpd Design flow provided gpd
Plan: Date 412-7-1201-1. Number of sheets 2 Revision Date
Title nr uts r,U AJA-
Description of Soil(s) L.$ Q nd FAAS
Soil Evaluator Form No. DYI,k i, Name of Soil Evaluator ems,' Date of Evaluation l ol16
DESCRIPTION OF REPAIRS OR ALTERATIONS 0. osvc
The undersigned a ees to install t ab o described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and furth t to I e sy m in operation until a Certificate of Compliance has been is + th.
Signed Date-<—/3-
Inspections—
ate <— 3Inspections 17,013
TOWN OF NORTH ANDOVER
HEAL]H uE rM%i wety��
FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
CHRISTIANSEN & SERGI, INC.
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csi-engr.com fax 978-372-3960
RECEIVE,)
June 13, 2013
JUN 13 2013
Ms. Susan Sawyer TOWN OF NORTH ANDOVER
Public Health Director HEALTH DERTMENT
North Andover Health Dept.
1600 Osgood Street, Suite 2035
North Andover, MA 01845
Re: Subsurface Sewage Disposal System Plan for Lot 16-5 Saracusa Way
(Map 61, Lot 16-5)
Dear Ms. Sawyer:
We have revised the plan to address your 5/31/2013 comments. To facilitate the review of
this information we have reproduced your comments, and our responses follow each
comment in blue italics.
1. Please reference the Lake Cochichewick watershed in the notes on sheet 2(NA 3.2).
(Note 16 on Sheet 2 has been revised accordingly.)
The plans were not stamped by the designer(310 CMR 15.220(2)). (The paper
1. copies of the revised plans are stamped and signed by the designer.)
Please demonstrate that a conventional system in compliance with 310 CMR 15.000
can be built on the site in order to use the Infiltrator Chamber system according to
Section 1(3) of the DEP General Use approval letter. An outline and brief description
of a conventional system on the site plan is sufficient. (The proof plan and
associated calculations have been added to Sheet 1.)
�4. Please depict the percolation tests on the site plan (310 CMR 15.220(4)(i)). (The
Perc Test locations have been added to the Site Plan on Sheet 1.)
Please add a note to the plan to indicate that a riser to within 6 inches of finish grade
is required above the distribution box if greater than 9 inches below grade. (Note 5
has been added to the Distribution Box Detail on Sheet 2 to include this requirement)
6. Please indicate the model/brands of the septic tank and distribution box(NA 3.2).
(The manufacturer and model numbers of the septic tank and distribution box have
been added to the details on Sheet 2.)
7. Trench#1 is less than 10'to the proposed deck(NA 3.9). (The location of the deck
has been moved so that it is now 10'from the leaching trench. See Site Plan on
Sheet 1.)
8. The bottom of the septic tank appears to be within the groundwater table by using the
ESHWT from TP-31. Please provide buoyancy calculations (310 CMR 15.221(8)).
(The buoyancy calculations have been added to Sheet 2.)
9. TP-30 was recorded with weeping water at 24"and TP-31 was recorded with
weeping water at 20". Also in TP-31 the Bw layer extended to 287- A copy of the
Board of Health's representative's field notes are enclosed for reference. (The soil
logs for TP's 30 and 31 have been revised to match the inspector's field notes.)
June 13,2013
1 trust that this response and the revisions made to the plan fully address all of your
comments. Please contact me if you have any questions.
Very truly yours,
Christiansen &Sergi, Inc.
Philip G. Christiansen
0 Page 2
�v
North Andover Health Department
Community Development Division
June 18, 2013
Green& Company
11 Lafayette Road
North Hampton,NH 03862
RE: ' Re: Subsurface Sewage Disposal System Plan for Lot 16-5 Saracusa Way Salem
(Map 61,Lot 16-5)
Dear Property Owner,
The North Andover Board of Health has completed the review of the septic system design plans,
for the above referenced property, submitted on your behalf by the Christiansen& Sergi, Inc.
dated April 22, 2013,received on May 3, 2013 and revised June 13, 2013. The design has been
approved for use in the new construction of a 4-bedroom, on-site septic system. This plan is
good for 3-years from the date of approval.
During this time, a licensed septic system installer must obtain a permit and complete this work,
and a Certificate of Compliance be endorsed by the installer, designer and the Town of North
Andover.
1. Prior to the issuance of the Disposal Works Installers Permit,the applicant must
submit a foundation as-built at the same scale as the approved plan.
2. Prior to the issuance of the Disposal Works Installer's s Permit,the applicant must
submit the floor plans of the home showing no greater than four bedrooms or a total
of nine rooms.
3. If site conditions are found in the field to be different from those indicated on the
design plan and/or soil evaluation, the originally issued Disposal System Construction
Permit is void, installation shall stop, and the applicant shall reapply for a new
Disposal Systems Construction Permit(3 10 CMR 15.020(1)).
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
!'4
Lot 16-5 Saracusa Way June 18, 2013
4. It is the responsibility of the applicant and/or the applicant's septic system designer,
septic system installer or other representative to ensure that all other state and
municipal requirements are met. These may include review by the Conservation
Commission, Zoning Board, Planning Board, Building Inspector,Plumbing Inspector
and/or Electrical Inspector. The issuance of a Disposal System Construction Permit
shall not construe and/or imply compliance with any of the aforementioned
requirements.
Your effort to provide a properly functioning septic system for your dwelling is greatly
appreciated. The Health Department may be reached at 978-688-9540 with any questions you
might have.
/S,incerelSa REH S
alth Director
cc: Phil Christiansen, PE
file
encl: Licensed Installers list
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
4
VE ID) 41
xbanr�o n�`�
North Andover Health Department
(ommunity Development Division
November 4, 2014
New Homeowner
50 Stanton Way
North Andover, MA 01845
Re: Your new home and your 4-bedroom septic system
Dear Resident,
Congratulations on your move to North Andover and on your new home. The North Andover
Health Department has overseen the design approvals and installation of the septic system on
your property and believes that it is important that you understand the details of the system that
services your home. Enclosed is information on how to care for your septic system and
notification of restrictions in case you intend on finishing additional spaces, which are currently
designated as"unfinished space", in your home.
The house plans that were submitted prior to construction of your home show multiple
unfinished areas, but this system can only serve a 4-bedroom home (maximum 8-room). A home
with this sized system, which as defined by the MA Department of Protection regulations 310
CMR 15.000, will have a maximum of 9 rooms in total (not including bathrooms; laundry rooms
etc). According to our file, your home is currently at eight (8) rooms; therefore only one (1)
additional room could be finished for use. This assumes you did not finish more than the plans
originally identified. If you have gone over the approved number, a violation to MA DEP code
may already exist.
The multiple unfinished areas in your home are allowed by state code and are not counted until
finished. The inclusion of this amount of square footage, as unfinished space, was discussed with
your builder. The Green Co. chose to inform homeowners upon purchase, that if you plan on
finishing any of the areas for living space, above the 8-rooms, the se expansion of the septic stem
p p
and the compliance with the code will be done by the new homeowner. No building permits,to
finish additional rooms, will be supported unless compliance is achieved.
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
50 Stanton Way November 4, 2014
If at any time you do plan to inhabit any of these multiple unfinished areas, please contact our
office and we will be happy to discuss the options with you.
As the homeowner, we want you to be fully informed on how disposal systems work. The
document provided will help you care for your system. You can also access numerous guides to
assist you on the MA DEP website,http://www.mass.gov/eea/agencies/massdep that will help
you maintain your system in good working order, so it will protect you and the environment for
many years to come.
Finally, it is important to note that this septic system is not designed for use with a garbage
grinder. Installation of a garbage grinder will cause damage to your septic system and will void
any guarantees for its proper service by the septic installer from the date you install the grinder.
We hope you are enjoying your new home in North Andover. The Health Department staff
members are here to answer your questions on septic systems or any other Public Health related
subject. Feel free to contact us.
;Sinly,
S� S/RS
ublic Healt D*rector
Encl. "Caring for your Septic System: A Reference Guide for Homeowners"
I
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
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133-, o60oeoY42 12
CYS $Y141a / i[ics e.Yto
fir'% c Cyvsc?:a y469 `+a(N)cn?3 i
yN t :>7i Crn a3 oc, ON j
Y
RECEIVED D B IV
Dl 0 F HEAL H
JUN I J
LASER m p���M ELEVATIONS ASSESSORS REFERENCE:
c N F NOR f6NJJC)VEP. MAP 61•LOT 165.ss.a -Bry®sE rc rawi Er CS4lCi�Y.�'w�. RP°E � �' 9°� HAVERHILL
v.��t' W ��;°"`.. mr SEF1IGrµx s+d 6NNV6-DFSfRICT:R2a
n Er w.
Ia r am nGE im FrF LOCUS
y »: wE,rGB mLERr
9s.z< ®oeoz 9B GRnGE .z.v _ c E .IC ;,a� oeoxamer raro.sBn
cH,selR ;� ruro•an.
B—W OF BOXFORD
GEaTCT N R9®..Y r R�sER E 8
M [rrv.l
s
4i
BnsE.E�s LooR �x _• , NORTH
ANDOVER
Bo aLEnwmG RB
- . w
-c- ,x t T.
v -- r; .HLA m.-
wRo L-1 OF RENwuIEOF i� EA..
BSHEBs °ReENsimEss,No t i -- \ c LOCU MAP
rE z'rsGN EErE :,...
OF
rl .1 EE Es9 mss" \I k, CALCULATIONS FOR
_ CONVENTIONAL SYSTEM
OF BEOF-
000 0 o ao B Bo s,ew 1 /
PROFILE(TRENCH 1) =ISE
o r
ME TGBE,TTHE SNAE `\
FORn NmMtmt OF RST nM1ro FEET OF flRLEHGiH. VERII-CSnLESGCUTE.ItONY A-A 1�N'Iry�
FNEEHLA RwOHFI
QwF:�Sc \,a\\\ `\ I /rte`�— tD r..♦
3 Fr
wEurm>.i \ V zz\ \`z `a�3 \\ c`'�9 `\ 8 zzj,•s - % EFFE—FFnmc"EFmN`En >.w F'_
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.oRr �sxs `g , o� ENcrHGFmExc+resFRwuEu 9e Fr
EROFTMHwcs aRonEo
LOT 164
NrGF nRB C wF�e� 1 i w —)
--)Z
LEACHING
LEACHING AREA DETAIL / / �GHIRGLBw+RIER 1 •-__I\ _-_-_ t - --
�% _ -
$
tm.iG
LOT16 uFvloHe >9 �a i �m __ i i gym'` % i y,% ' w� w / mzt
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LOT 5 -
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------------
moi' Q.
CONVENTIONAL SYSTEM PROOF PLAN
�a. j . . � SEPTIC SYSTEM DESIGN s SHEET t OF 2
a '•- ---- - - F—Ess—EFIG.,EER
LOT 16-5 SARACUSA WAY
IN
d3�IOQNN � ------ NORTH ANDOVER,MASS.
Lv9 ##������R
H1aON��+vt7/1\i,�, G.M.Z.REALTY TRUST ^ GREEN B COMPANY
'"��� \ ResuLr FRae ELe...nrns..,.orEs
XT. E, --E�'';�o."oz"sao"e;s' clnusrw,
SITE PLAN I' -��'
Nor B _ S R�.N GE
s,Gx,ruRE OF OE91GIff.R �� FI ROFE5510NAL ENGINEERsdLAND SURVEYORS
h
Jll��3+
SOIL EVALUATION RESULTS GENERAL NOTES
1. "DG^REAGEDLw°sa1-TO11- -1
2007 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS DESIGN PARAMETERS
OF anao
DATE OF TESTS:DECEMBER 18.2%7 DATE OF TESTS:TEST PIT 4/14/2010:PERC 71142010 sNOT BE-THE ML SNPUL NOT
N"
SOIL EVALUATOR:THOMAS HECTOR SOILEVALUATOR:B.OSGOOD v PRESENrA1rvE SSLN"m1LE octet FIu.UI o+swer-Grrtoc T„E
WITNESS:RANDY BURLEY,MILL RIVER CONSULTING WITNESS:L ROWS.MILL RNER CONSULTING ° RETIHE i1E 4.vEVE aEVEu1ALrsEs ALsosHAu BE PERFORMED ON TME FRACTION
MPLE NOA551nG TnEa STpNSEVE sUCN^xalrBEs MustvfitaxsiMTETNTTHEM/.TERwtwE-
Test Pit 9 20 Test Pit 622 Test Pk 930 Test PR 931 Test Pit 9 35 =TE
Fx„°F r„E F0.R sPEmFw,
Surface Eley.1022 Surtxe Slay.83.9 Surtace Elev.ebb Sulfare Ekv.89.1 Surtdce Elev.%.5 EEA1„wG AREA REOMREo 6s7 sF
FOR_E
0.6 A 10YR3IJ SL 0-12- A 10YRM SL 0-10- A t0YR32 $L 0-t0• A 10YR3Q SL 0-10' AD 10YRM SL Rcn uP^crtrcwusER T9Jss�
e-26 B tOYRWB LS 12-3Y B t0YR5/6 LE 10-24- Bw t0YRS8 FLS 10-28- EN, IOYRSl6 FSL 10-24- Ew 10YRM LS _
28-613 Cl 2.5v614 MIFS 35-58- Cl 2.5Y 673 MS 24-120- C 5Y 4/4 LS 28-120- C W4/4 LS 24.66- C 2b S5 S ° '
66-% C2 2.SYS9 MIFS 58-108• C2 2.5Y 72 FATS LENGTt aP TrRENc„E'w+wmEv x PucE lmsI:Kl ON--LE sorts.T„E EX-1-OFT„E
OMervetl Wafer: 20- ObserveE W.- ID- ESHNT®36-REDOX Eley.NIS 5 HULPOEXTENDAMw-NOF FME FEEr uTERARLV HALL PRECTRINseEvo„o THE
=R PER.ETER OF
Obervetl Wales. NOIIa O -W wekr: Node ESHNT®16-REDOX El-87.8 T"sv Jtv LMR t6.E.0(sOE AeESgvnON Sv3�TEMs1AND RLAGEDwU1 aL iLu
ESMWT�18'RE00% Elev.85.5 MFETwG PER THE SPPE°UCPICATronS Or NOTE 4s AaovE. -
ESHWT@37-REDO% Ekv.%.1 ESHWT®35-REDOX Ekv.61.0 Parc 26ATP 31 H NBE%
Pe7G Test 25 R TP 30
-OP-SE. + ., TO GRADUALLY,TNS
OF FBLw„m„ TI BE STocrcPEEDAT THE AND
RIU THE EZDAVATIM IND rLLFILLED w
NO ReluSa1 @ 90' NO RaNsa1 @ 108' OeDtN It Perc Test dB' sEPT1 iArM E. 15oD GAUONE eoiTON of THE EXuv^noN SIE LITE sl=l ANO 11-THE m� OF
DepN of Perc Test 48' BonoN o<TITE ExuvATxm T„E.=__.E DEiYATENED ns HECEsswr.
sren PremeR 11,21 CALCULATIONS
Test Pit 921 Start Pre-soak 11:17 1T lEnt„..A-.-RED-
11-36 ' PROBLEMS uR YEAR SEPTIC TANI PUMRNO SCHEC-E IS REODNMENDED TO-L-INO AREA
T 321.4
S.1sce E .91.8 w it:43 8' 11:59 4w GPOroee cPasF•s6i sP 6. WRE.DPVG IONTSS-LBEEusT0-
B' 12:05 Time 9'to 6': 10 Min. NED BEEF TYPE-As�EMely SNALL BE PERcoRMED IS PER MANUFACTURERS
0.10- A i RM SL Time 9-m6': 22 Min. •fi,i SPriss sFAP ea.l vr. SPEONIG1IIXiS
10-34- 8t0YRW LS PNC Rate:5 MIMPPS PN hxN T. T„EBue1NIS=11AUBE+5111°w1PPESU6RI-DIY AMwNUMMCGRAVER.
34-5d- Ct LYE. MS PMC RNN,:8MH.-Per kM
M 10W C2 2.5Y 72 NITS I-SE 1.,261 CALLM-1 aNs e. T„ERE/aE NOlwavnwEuswlmNlvO FEET OF T„E PROPOSED SvsTEM
059ervea WMtt: NMC ° ANARYSIS"34wuL BESUBMnEDlO°T�1E ED
90 DOF„FALTti sOrzL TAPPRWM°PR11
KKtCOANY MALT BNENT OF FILL
ESIWT@36-REDO% Ebv.W.8 REMOVEABEE Eno GP 1e TINE FILL NATERNL USED SINES BE-EDNIz MAXIMUM
NO RefuSal�i00- 11. TMS LOT Does NOT 1. --EN
vnrlmrA SPwsrtNE ARE...
USE MOLE SAW 12. THE-ERE„ALL BE CERTIFED BY INF-BYSTEMBPI.
PTo
RE4eARXED _ V WC NOPE CUT TO FR ,s LNGrETk TARE TO BE A➢NIEDOVERNIsysTEM 10
CNCIE 11. AeEr+1NMAR%PITS eESET INALOIATICN NEAR THE LEACHNO FACUn PipR TOANV CONBTRUCTron.
4'COTMFITG(UNNIN)IXL
EX1ENDa• -ITE BFAL 1S, -1-BEAM-NO-D-1-
PERFORATEDPVC - PNE GLVEDroCOVPUNG 11 TMS LOT DOES NOT LE M-THE LAAE-I-wATERs1Ev vROTE IC<
PIPE TO REST On OR FITTED1 ROUG"
_I °i TUF-TILE BEAL
ENC„
ND to_ +� B_NDN_OPEN
W FOR EFFLUENT
w�AtiWT-EEI R
MONROwNG
SEPTIC TANK BOUYANCY CALCULATIONS EFFLUENT MONITORING WELL
1. _AT
--0 64.rn6-BEEOWE.LITNGG1oUNDAT NOTTD SURE 0 0
3, wATSR-E OF i-SUM ELEVATION
10
RC , Pw RDFMDE B,1DRX6u�B II -I- 0 O 0
a UPS I- lm 18'
+TDP Ia 101 - -E-TEES MA"UFACTURER4 ETE cwumER wTT„1 i°v I1.ms TOP VIEW
PPId sEAL � S NETFGRIE I1.01s 2..62•aeMLeSwwINVARD.ta0 34- wsveeraN wRr
PaET �L- � GEA`
ET r
MULTIPORT END CAP
. J rNirosGLE BOB VlEw� J_
T BAE - 1 I _ A- SECTpn VIEW
BEGTMnY1Ew -,�� 'fIL O O TARP „°oABEAL
L INFILTRATOR SYSTEMS
. �� Fwrs„DR�DNER QUICK4 HIGH CAPACITY CHAMBER
..TAPER I Nwp,IN„ NOT TO SCALE
TOP NEW z}'-{ EsrA -veeETATrvE-ER REI SLOPE OF to „AiNE.oa IU PER
SPECIFICATIONS: SIDE VIEW DI-1-ME
PSIMPINDMAPTER26DAYS. DISTRIBUTION BOX
e.TaxeuE a eRoove+oP+r sEAEE1D-euTYLE RE- USE SHEA CONCRETE PRODUCTS _ nI�AIL°
6 UTLET1420OISTRIBL"110 80X, fTYP1
1500 GALLON SEPTIC TANK ITEM NO.B{ H DEPM PER DEQ
USE SHEA CONCRETE PRODUCTS NOTES, -� SEPTIC SYSTEM DESIGN
SHEET20F2
ITEM NO.TK-M15°OSTANDARD FOR
NOTES:
R RTIG„TTHRwGHMANGP^11DREG sP`EE1 ^B,`b"°`N /'tID LOT 16-5 SARA USA WAY P"DFEssot1AE ENGINEER
I TO BE
t. wATEPTIGHT naOWlw.wUCACTURERS MNAxOwARRurn. Z wARRurtY. uE TO CAMEOn U EALEVEl BTAeLE TVP. BEPARPTroNIN
NORTH ANDOVER,MASS.
z oTHERwIBE ADEWATE .w11NE CRrnw°wT„Asw w1„Slw-.. G.M.Z.REALTY TRUST BOX
A GREEN&COMPANY
ws BEEwPR"aDPFA°�P"A1T°'"�iDNDr", �U'Rmio°� NB Ds°DDDamEET IAFArErrE F.DAD
RSET,RPD.T„ESEPTKTAMLSHAL.HAYEA '. NINABWETHEODRETNR,EATNAYRE TYPICAL CROSS SECTION NORTH ANDOVER-SN.E "^"'T�ta46
MMMUM OWER OF re+E wCNES. PROVIDED N RACE OF THE PRET e4FRE
DIETMRUTkn OUICK-4 HIGH CAPACITY INFILTRATOR TRENCHES E EP ONE.
Cp+BmUCTEOso A.S-IT"sT�wDANAnrI 1ED1mwUN-BUDIDNG. „BTyp„,L ADINS. roNEDu+O CMIITRUCTEV BD Asro -0- PROFESSIONAL ENGINEERS&LAND 6URVEYORS
FwA,G
s. AR1saRTowTTHwBH1HESOFRADEURE-ED1FTHEmzTPBUTIDn C�MI.S7ANSSENA&SERGI INC.
eox lS o1NVE GREATER TIN+9 NCNEBRCOVER
f
•'Sit fLED'I64� •
•
a.
North Andover Health Department
Community Development Division
May 31, 2013
Philip Christiansen, P.E.
Christiansen and Sergi, Inc.
160 Summer Street
Haverhill, MA 01830
Re: Subsurface Sewage Disposal System Plan for Lot 16-5 Saracusa Way
(Map 61, Lot 16-5)
Dear Mr. Christiansen,
The proposed wastewater system design plan for the above site dated April 17, 2013 and
received on May 3, 2013 has been reviewed. Unfortunately, the plan cannot be approved until
the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North
Andover regulation that is not met by this design follows each item.
1. Please reference the Lake Cochichewick watershed in the notes on sheet 2 (NA 3.2).
2. The plans were not stamped by the designer (3 10 CMR 15.220(2)).
3. Please demonstrate that a conventional system in compliance with 310 CMR 15.000 can
be built on the site in order to use the Infiltrator Chamber system according to Section
I(3) of the DEP General Use approval letter. An outline and brief description of a
conventional system on the site plan is sufficient.
4. Please depict the percolation tests on the site plan(3 10 CMR 15.220(4)(i)).
5. Please add a note to the plan to indicate that a riser to within 6 inches of finish grade is
required above the distribution box if greater than 9 inches below grade.
6. Please indicate the model/brands of the septic tank and distribution box (NA 3.2).
7. Trench#1 is less than 10' to the proposed deck (NA 3.9).
8. The bottom of the septic tank appears to be within the groundwater table by using the
ESHWT from TP-31. Please provide buoyancy calculations (3 10 CMR 15.221(8)).
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
C_y r7
Wall Types �G1 v S "
Extend,vans 2x6 mod stud B 1 /
Wallwalls 214 wood stud unless noted otherwise e lm o cit as s i e _ S
Wall Kevs
m `2 2x wood ands on the flat -71 � - -
(3 j 2x3 wood stud wall,16'oc
2.6 wood stud wall,16"oc
Note 224 wood stud wall 16"oc unless otherwise noted
Key Notes
\ 30'z 22"M n mum All,Access f
- Panel I...lined(RO 34"x 26')
I'
F\Field locate for Plumbing or mecanical 9 * -�5 `
V Verify s fixture or appliance
Adiust dimensions
Z
$ Snug .o 1mmwll
. owlrbesnug (�p�
and may need to be cut down ®m ®®®E I {lip
.all.-Place Foo,or window centered --
v
on wall
Double Stud ors mmeal mull-adapt to ®®
su t chaser,window brand.
Object is to have some'bim for curtain W
ha dwam ext.r.,ses
and lhelc5 Deck I
_ 142 Salt j
(SID) Smoke Detector j verify Size and location of Deck it Aear Code Office
These are predesgnim home plans,people of m bring good
/!� c design antl,n three
drawings b people al more afbrdabh
Co Carbon Monoxitle Oeteclm (1 36•-0•- I 3 pdces and faster lime frames Ihan traditional ardvlxWre.where
tradfursbil'intemel'home pWnoh)
)andt allwner ibilii n,we split
2fi'-0" 20'-0" 16'-0" 16-0" the,sbl obetween us(Artfor quality and lb W e-ist e
Dimensions I -.1'43112"31/x' thefuture homeowners to useab'Itl wh nasssl
26'-0' 4'-0'�2'-61/4^' 9'�' 9'-53/4' 36.135' 1fi'A' Nem with Ns They are res,heilhe/ thermal dmoisWre
Dmens on are to fare of stud,unless noted othervese -�D08606 - decsons and for meeting cotlng,way,that q rty budder
Closets am 24"clearnside unlessdmensoned Wherv4. ly'• should know Weare reaponsbre to ih g that tlrecgy
9Q� 03 rotated to the design
andlor that a quality bald.,muldnl
$Dare FOOtaOeS P , �h�jT-.�7�. �@v Q 279�N sectio out on lberown pe r ty efono g c
1 5 fi numbers are'ntenor to room for use n calculatin I ' �S�7�i�' WOB 90.75" ��S. 5'-0O 6-0- 5-0' -s a cal N win IR
fnishes g 075' r - - 1 Room sizes Secllon R304
- / 1 t W } �- T_ 2 Ce d ng He ght ISec4an R305)
�O
2. Cabinets and fixtures not subtracted. ry _; l l l D vis is between X1 GC 3 Floor space 8 ce nq height at Toilet,Bath and Shower Spaces
3 Add for doorways when floor finishes run through. m 8 Liv is arb lrary See GC Wpb 92 75• W 92 75' (Sed on R30])
5'-0' At kitchens,always double check @ @q ft blea'alm to seladetl badcsplash for flooring quantities. Hallway wWths(Social R311.6)
No es confirm cabinet lacement and rs are 5 Dom types 8saes(Section R311 2)
P Note:Where tlo0 not n 6 Flmrspam n frontofdoors(Section R311.3)
t dimensioned,common sense 8 71-Exterior walls 2x6 wood stud 16"oc.Provitle l er window an sink Kitchen I Dinette his raceme t n wide masured well swfm to wall curfam,e11aeng compliance
@ grap p n govem.a28'-0"x 12'-0"o8 vapor boner mnforning to stale or local codes. m vnlh t. ].1 wxlhnslallahon oicohrect hands I.
Interior sheathng l/2^gypsum board Provde l/2"extenor e Sle' `ry "n Optional Island 369 aR ft may�hea nil ne(Soot onR311 7 2)
rated a step'ng,house wrap with dnanage plane antl stlng. I -------- 9 0 Sla r Ire s and risers(Section R311..4)
Provide step Flashing at walls adjacent to roof planes - S3 sq h I -I l � 10-Land rigs fa sla mays(Section R311.7.5)
o m \ 13'-3 3 11 Emergency Escape WidowSz (Sedanwhad1
Conform to all code re ta mcludin but w y' l J �. t., 6"Option Stepp 8310.12 R3(0.'3aneme1010 C em ih&.s ay Will
2 Inter or walls 2x4 wootl stud @ 16'oc unless noted ^� qu remen g - Post Dimensions n 1 0 � 1 y
otherv4se. /cam not l m ted l0 @�_ T r J 5� also comply wdth NFPA 101, euape win
"'�� 314" 10'-2 114" 12'-3 114" 16'-2 3/4'
3 Roof-see structural for raftersizes.Provide 5/8' 1-Provide gypsum board at walls antl/or c < 1 A 1 _ 12 Shr-ml Floor Framing(Section R502.3)Where d'mens orad
exterior rated root sheathing 15#rooting tell,Ice 8 water ceilings per cotle lar separation of garage from c vat o I unbar is shown,framing member.will be Saeed amordng to this
sh eltl at eaves and
valla twin areas 1°- ' tion aNe cotle Where en ctwnotl Deuce era shown
s,alum num tln edge and 9 u -12'-7 314" =.-P'-0 1/2"' Dark square nd'calee Poet in wall
Y P g v - -,-, n those framing members will be size according to the
asphalt sh ogles or metal roofing.Structure not calculated -- ^' - I r 5068- 39fjB= 8(14• 6 - - - -- - - - - -- ; n- -- anufadur.rs tables for loatls and spans or,,as will have been
to support slate or lite Flash all enelratons Provide �`+ 2-Provde fire rated and/m self closing dams __ Tr mmetl m not on door DDw'n m$ calculating mamas,to, d uMh.l to materiels o elves.
pp p -per codelotseparagon-Pf gamgelrom livin N De f-ears may vary with I f t open rigs a I g using p co p
cricket at any added chimneys. - - - a g-' G g slab ale a(bn Conform �-3'-05 -schedule-and s zasare approxmale -I- - -- -- -' f 4 13 Soe structural sheets fn add tonal notes,
to all cotle requirement Opt Up Adjust toefil bim andlor balance tr m I - --:5068-r I LL The build,can and should add nfohmal on to this til such es
4 Provide roof antllor ce fng insulation per code. Provide ares F_ ih exp setl wall. - 1
soffit and ridge vents where required for insulation strategy. 3-Protect dud and other penefrations per code -I-� ! 3 12'x 312"PSL Pastor 6'26'alignment I V Resehetle,a hark markup of our generic 0. at and moisture
(Verifyvith code officer-dosed call spray foam or demes- for separation of garage from living areas. - W T !Lev t-- ver post below supermd,s dimer,s _"J V indicate.Verify size of section,edditiaWul information abort doors antl windows(such as
pack call.imm etalled at rafters and filling ridge and eaves k WWWW - �� appliance or fixture and adjust -0^�, gra rating,tempering,etc),loundetion drops relative to rile
'a generally canlretintlicates venting,ball insulation always 22-4 314 3'-]1/4' sq ft -s I r framing to suit S bolt I .Wading and umegmes their chosen m nfeel of basemen)egress.
requires v.n ing). __ _ _ _ _ _ _ _ _ - F--- Living R Om _ - `STAIRS_- ll _ _ 9 _ __ca__ _ - --- These drawings are hx,l imended m be used wilthoul tool additional
_ 15 Equal Risers @ 7 3/4"H 6 fq in/ormal an
5 Provide smoke detectors where shown,where required - I1 173 14 Tread. s 15'��xn23'-0' Where a constiuclion adtlress is shown on the tlravnngs tis for
w by code and where required by local authort es q _ Garage _ aq� asurad�sa m no e y
$ o 25-5"x 23-0" I -6'sq h n copyhghl consol Doty We have not inspected the s le,adopted
3 $o I me .I the ctesign t.slate specific laws(except where it says to in the
6-Provide fire resistive matefials where required by code �' 586 sq ft If or site or region speafic climate mntligons.
indi ding but not limited to,limstopping at penetrations,l/2" for conebuction my at: 1-1 i- ---- 6 r Coats open to� 1_10: Dlning RO I Homeowner and/m Builder shall be reaps sine forth ermal and
egies,materials choice.and compliance with
drywall(w walls antl a pr tl 11 on sign) to se ie QI applicable laws and ordinances.
rywa rywa gs para U t i 1 1-
L I I I )above I 11'-10"x I � tore control acral
65 garage(where garage present in design)fram dwelling,and 16.5 Stanton Woods, Stanton Way, Dozsos 1 3
separation of dwellings(where more than one dwelling m North Andover,MA Align face of Stud with \� up I 146 sq n r5 vz• 4
present in de ignl,and praleclion of flammable insulation mp face of fountl8lion at Please do feel Ire.to call ua with any questions.we can end do
materials. _u eS__ -__by Or for Green&COm�afly-- slopes low wall update our dmwinga and etertlard notes to address specific
-garage side Window head(frame) II follows angIs of stairs. 11 Llne of Tray Ceiling 'I WO6@96.75" WO @96.75" connms,especially in jurisdictions where our Giants will be
off sub-fiber,Typical
n 7-Confirm bottom of wirdaw opening relative to frame. $c `v m �- NJ_ buildng again.
O Adjust head heights as required to conform to IRC 2009 - r I Foyer 6D co Deaf Everybody.
R612.2,or provitle cotle approvetl guartls. I I W12 @ 90.75" 3'-10"x 16'-8" /n W 12 @ 90.75" W -Q-5'-0" � 6'-0' -''i 5'-0" With these tlrawings a copyright license is granted for a
E _ `i o 103 sq n _1_ -�- _ j 1 _ _ _ single corvsWction only at 165 Stanton Woods,50 Stanton
8-Compliance win code requirements for rooms size and - - - a' -( '"" Way,NOM Andover,MA by or for Green 8 Company.This is
n clearancess,(hallway widths,room sizes,etc)assume 1/2' g w Fun D07 80.2 6'-6" 6'-6' 16'-0" a License to Build,and does not ind,de a License to Maddy,
drywall on walls and 1/2'drywall on 3/4'strapping on
m o _-..�_ 6'-0" 6'S'
N 4y I- - -b1- -- - -4), except as required to conform to budding code or fulfill
railings.Adjust as required if materials differ. `a 12•-6' - 13'-0' `�'
I quire 4 D09-9070 D09.9070 4 +`-- TT buildefslowners responsibilities.
wo1 1 W10 n'
First Floor Plan P mMaahia•••of thele drnwlnoh
?
9-Same windows must be installed with a heatl height @ 02.25- WOt @ 102.25' @ 25' - -5'---"-5'-0"
r greater or lesser than the sMnd,,d 80"or 82 1/2ted address.
provide -- - 10'-0' - 1 a 1 2 3 4 :All or prelimina ediuduuiohe withninh ors code offices
H clearance al kitchen counters,to meet cotle sill height or to - -------------- - ------------ - construction allothe raddd Cses,with poor notifntion to NHormlor
clear roofs.Where appm,84'head height is c Hort for, 6'6'- < 10'-6' 7'-0' 1.-2'6' - I 51'-6" - Home Plans-lust usethe Contact/arm on the web rile-)1(1@;([
p install 2x10 header tight to double top plate,frame window
{I' ,III i www.amortnhomeolans mmlmnlad a5w
(? RO light to header.
t0 Shear required at far left and far right of I Not Permitted:
10-Shear is only Sea
out where Continuous0.4 PagPortal Frame Garage front wall-See Shear Sheet Th-To Hoxr owREB: pr Application for any the li s or aher approvalsfor utn of li a of
will not suffice.See Section R602.10.4(Pages 173-179)o/ Th-mb.,mf ` MErvoTa vandymr mrwhrudim mmmm propertiesother Nanthelistedaddress,inductingbolmol limiletl
the IRC 2009. un vie tuimer,vme.=Pss 1 1.'preemem speames lnah nwy are. to wnsyuction,zoning,con.rvatian,or design review.
n �a cal eeam(bn..ha yang pur�Iwilaer -Modlfinlion of Ne basic ctesign.
r? l ultler would bW r we nerea arm are Pians bid
x V-� gov+ae the aulromymloeiipate ur builder 1.p,oveyou tum amenlues Use of the.drawings outside these pummelefs is a violalion of
E se pans. mnbed ria en you aria your buunar 2 s 3 federal copyright Is.punishable by both avid.dion and criminal
prosecution.it's also.leading or enabling the h,which doesn't
suddenly became less bad just bonus.it's"inlelledual property,.
x. Making changes,even signifnnt changes,tloes nal change Nis.
Under copyright Is,thiel',"derivative works'.Vou still used our
work,and we still spent significant time preparing iI,quite possibly
in the wee hours when everybody el.was sleeping!
Door 8 Window Notes
We can provide tlmwngs suitable for use in obtaining design or
Ij 1.Rated Doors:Provide fire rated antl/or self-dosing doors where requiretl by local codes or local ling approvals without incurring the expenm of a tull set of
authonlies nsWdion drawing,.Cooled us for more information. We
DOOR SCHEDULE a cit to allow reasonable use at reasonable costs,just not have
NUMBER QTY FLOOR SIZE WIDTH HEIGHT E COMMENTS rwork sblen.
2.Trimmed Openings:Tmed shown an not shoon schedule.See Plan. D01 1 1 26 IN 30 80" HINGED
rim
D02 1 1 2068R IN 24" 80" HINGED
n 3.Window Tempering:Provide tempered windows where required by Inial code,or local authorities. 003 1 1 2468 R IN 28" 80' HINGED Your use of these tlrawings constitutes an acceptance of
E Tempering column provided here for convenience.Wndaws have not been reviewed for tempering D04 1 1 2868 L IN 32- 80' HINGED
requirements. DOS 1 2 11026 RIN 22" 30" HINGED
D07 1 1 5468 64" 80" MULLED UNIT responsthes as drawings,
hn'ear a c: ant a Ins
page of these drawings,antl on r web site:
4.Window RO's:1/4"or 1/2'on each of 4 sides allowed for window RO's,typical.Review framing size vs D08 1 1 6068 L EX 72- 80' SLIDER hflo'IAvwAv artformhomeolan�com/(ertnsCand l on
o RO size.Adjust per manufacturer's requirements and/or builder preference. D09 2 1 9070 108' 84 GARAGE If you have any concerns or questions,please feel tree to
U D10 1 2 2068 L IN 24' 80" HINGED WINDOW SCHEDULE contact us.We are happy to danfy matters that fall within our
U S.Egress Windows:Provitle minimum one door or window meeting egress requirements in basement in D11 1 2 2068R IN 24' 80" HINGED NUMBER TY WIDTH HEIGHT RIO EGRESS TEMPERED ESCRIPTION CODE MANUFACTURER COMMENTS stype,as listed on the first We can also after,provide
each sleeping room,in each potential sleeping room,and other locations required b local code,in sizes D12 1 2 2468 L IN 28' 60" HINGED W01 2 10 1/2' 1312' 106'X14' IXED GLASS PARA M page.
^d Y affordable support for issues)hal era your responsibility,such
mquiredbylocal stypcody need ihalwsementwintlowfi ntleware.E Emergency
asapelinndo 2006 Sizes(Section
D13 1 2 2668 L IN 30' 80' HINGED 002 1 231/2- 231/2' 24"X24- VES AWNING PARADIGM energy as design/Gales oraddiboral detailing.
E 8310.1.1,R30.1.2.lyneedlo and R3retivnih ill afio comply with
NFPA 10 Escape Window Sizes(Section D14 1 2 2668RN 301/2" 80' HINGED 003 2 19112" 651/2" 20"X66^ DOUBLE HUNG PARADIGM
R310.1.1,R310.1.2,R310.1.3 and R310.1.41.Will also amply with NFPA 101. D16 4 2 2668 R IN 30' 80" HINGED W05 1 231/2' S1 1/2' 24'X52' DOUBLE HUNG PARADIGM
� D16 4 2 2868 L IN 32" 80' HINGED WOS 3 38' 61 1/2' 36112'X62' VES DOUBLE HUNG PARADIGM
2 6.Basement Windows:Add basement windows as required tom,atslasoracalcod,requiremen6, 017 2 2 2868RIN 32" 60" HINGED WO6 6 38' 651/2' 381/2-X66" DOUBLE HUNG PARADIGM Tk"orm Home Ptons
including but not limited to and li hWentilation. D18 1 2 31068 UR 46' 80' 4DR.BIFOLD W07 1 351/2" 471/2' 36X48^ VES SNGL CASEMENT-HL PARADIGM
g .nesse g D19 2 2 4068 UR 48' 80' 4DR.BIFOLD W06 _1-43 1/2' 441/2' 44'X45^ DBL CASEMENT{HURHR GREEN BCO TVP PARADIGM AFHP Design a 595.124.v3 GL
Vi D20 1 2 6068 UR 72' 80" 40R.BIFOLD W09 1 5912' 521/2' 60-X53' VES 2X DH PARADIGM o2P13-2014 wormy Wedon 603.111sM
7.Skylights:Skylights are not shown on this schedule,but may be requiretl.Consult builtler antllor see D21 4. 3 11026 R IN 22" 30" HINGED W 70 1 23 1/2" 47 112' 24X48^ DOUBLE HUNG PARADIGM Belmont Classic
415 floor plan. D22 1 2 11026 L IN 22' 30' HINGED W 11 5 76' 61 112' 76 1/2"X62• VES 2X DH PARADIGM 16-5 Stanton Woods,50 Stanton Way
0 8.Minimum wintlow sill het ht:IRC 2006 and haler re Nat u floor window sills De 24"from floor. D23 1 1 2868 R EX 32" BO' HINGED W12 2 ]6' fi5 112' 761/2'X66' 2X DH PARADIGM NOM Andover,MA
E g quires pper
Where 60'high wintlows are used,install with window heads @ 84 1/2"or more. Conslmdion
Po
1