HomeMy WebLinkAboutMiscellaneous - 681 GREAT POND ROAD 4/30/2018 7681 GREAT POND ROAD
211
-0/063.0-0026-.0000.0 (OAD
i
Mary Bucklyy
& Great Pond Rd.
APPLICATION FOR SEWAGE DISPOSAL IffiTALIATION
HEA LTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
Great -Fond Rd. 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 116 until 10 feet pre-
ceding the septic tank, where the grade shall not exceed 2%. I will install a con-
crete septic tank of 750 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 160 lineal (Agg=) 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
the 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 April 20, 1960
Signature rpplicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts,
DATE April 20, 1960
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DAT 2-5* 0
U---L_"1
Signature of Ins ect g Officer
Percolation Test X_7-^
Garbage Grinder
__ _ __
1�
Y
April 16, 1960
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 sewage on the
proposed Great Pond Road building site of Mary A. Buckley.
The land in general is high.
The subsoil in the area was of sandy clay content and a 5-minute
percolation test was conducted.
It is recommended that a 750 gallon concrete septic tank be
installed together with 160 lineal feet of drain pipe.
Very truly yours,
William J. Dr c
WJD:hd
as
BCARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
�r
-7xOa6l6 CO,a c
t '210 M 1 AJ
�D
1. NAME Mar$ .A•. $uCkdS Y. . . . DATE i Ap til 6; 19606
2. • ADDRESS Gxeat Xojid. Road. LOT NO. . . . . . . . TEL. . . . .
3. NO. OF BEDROODS . . .,2 . DEN YES . Y N0. . .
4. -GARBAGE GRINDER YES . N0. . . .
5. SHOW DIT,hENSIONS OF HOUSE 42'jk-Z9
° 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES Centered
7. SHOW DI-,ZNSZONS OF LOT 150 - 261-169-272 (as abov�eJ-
$. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 750 gal. (Engineer vil, place)°
9. NOTE LOCATION AND DISTANICE OF WELL FROM SEWERAGE SYSTEM ,No w ell
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC. Nolhe
11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE OvA'12 feet
NOTE: ' LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
SEPTIC SYSTEM INSPECTION FORM
ADDRESS GD pled- P �
DATE INSPECTED `T
PROPERLY FUNCTIONING? N
WEATHER CONDITIONS
COMMENTS :
WATER QUALITY TESTED? RESULTS?
DYE TEST PERFORMED? Y .N
DATE?
SKETCH,:
WATERSHED RESIDENTS QUESTIONNAIRE
1. Name &4R$t
2. Street Address
0
3. How many members are in your household?
4. What type of sewage disposal system do you have?
❑ cesspool
0septic tank and leaching area
❑ connection to municipal sewer
❑ other (describe)
❑ do not know
5. Are the plans (drawings) for your sewage disposal system on file with the Board of Health?
❑ yes ❑ no De--do not know -
6. How old is your sewage disposal system? ❑ 0-5 years ❑ 6-10 years ❑ 11-20 years _
01 over 20 years ❑ do not know
7. Has your sew,�ag/e disposal system been rebuilt or repaired?
❑ yes I� no ❑ do not know
If yes, approximately how long ago? years. What was done?
8. How frequently is your sewage disposal system pumped out? ❑ annually
❑ every 2-4 years ["every 5-10 years ❑ over 10 years ❑ never
O
9. Have you had any problems with your sewage disposal system? ❑ yes a]- no
If yes, what problems?
❑ repeated pump-outs needed
❑ system clogs, backs up, or drains slowly
❑ odors
❑ sewage surfaces through ground
10. How many of each appliance are connected to your sewage disposal system?
washing machine dishwasher garbage disposal
dehumidifier drain sump pump toilet
roof/pavement drains shower/bathtub L---
11. Please state the brand and type (liquid or powder) of detergent you use for:
dishwasher 4'4,-j<r 4::--1,
clotheswasher hal-e/a y d-
12.
12. Does your property have a lawn? Cayes ❑ no _
If yes, approximately what size?
❑ less than 1/4 acre Er 1/4 acre ❑ 1/z acre ❑ 3/4 acre ❑ 1 acre
❑ more than 1 acre (Specify) acres -
13. How often do you fertilize your lawn?
No. of applications per year
OSeason(s) of the year �'�%�� "r fiaL�
14. Please state the brand and type (liquid or granular) of lawn fertilizer you use:
-'5' fejt ��
❑ Check here if your lawn is maintained by a professional landscape contractor.
STATEMENT
DANIEL A. GIARD
130A Aleto
et
NORTH ANDOVER, MA01845DATE
Phone 686-7653
......... 1
.........................
__- .. . ...
............... _ (;�-
TERMS:
PLEASE DETACH AND RETURN WITH YOUR REMITTANCE
DATE INVOICE NUMBER./DESCRIPTION I __
CHARGES CREDITS
BALANCE
BALANCE FORWARD -
...._.._3C
y
.._._............_.........................
_
r-
7
---
�_......_..._ .. ....
..............
.................
7..�
.................
..._..._.... 17 11
!'.
_................_..__.._....................._...__..._..............
...._.._...._ -
_.._.._...................
DANIEL A. GIARD PAY LAST AMOUNT
�V! IN THIS COLUMN
PgODUCT 102:' ilr.[Gw:on,Nass.01471.To Omer PHONE TOLL FREE I.8Z225,,
Town of North Andover, MA
Watershed Septic System
Servicing Report
Date:
Homeowner: Pumper :vl 6Kt t,y
Street
Address:
Phone Phone
TONS
Nature of Service: Routine
Igor-
Emergency 2
'Observations: Good Condition
Full to Cover
Baf f les 'in Place
Leachfield Runback
__ _--Excessive Solids
. _ .._. ._. ...-
.___Heavy Grease-
Roots
Other (Explain)
--
Description of Work:
r
Comments:
• I
,4OFt
?09,t , .��° BOARD OF HEALTH
� L
to 120 MAIN STREET TEL. 682-6483
�9SSCHUSEt�y NORTH ANDOVER, MASS. 01845 Ext 23
APPLICATION FOR ABANDONMENT
OF SUBSURFACE DISPOSAL SYSTEM
(SEPTIC SYSTEM)
PURSUANT TO SECTION 310 CMR 15. 354
OF THE STATE ENVIRONMENTAL CODE, TITLE V
This form must be submitted to the Board of Health no less than
five (5) days prior to date of abandonment and be accompanied with
a copy of the sewer connection permit.
Name Lt;:y Phone
Address
Contractor hired for work:
OName kcl�� G)�31ST— -1::j Phone
Address Lia) W090Rt� Z-K - -1—FLOK-SRUP Y
Date for scheduled abandonment
Method of septic tank abandonment (check one) .
( ) removal ( ) sandfill ( crush ( ) other (describe
below)
Other
PLEASE DO NOT WRITE IN THE SPACE BELOW
FOR HEALTH AGENT'S USE ONLY
InspeQt'in Agent Date
Commentsyiez-u e64fo
L
N°_ 1024
APPLICATION FOR SEWER SERVICE CONNECTION
North Andover, Mass. S 19
Application by the undersigned is hereby made to connect with the town sewer main in T�'�' � Street,
subject to the rules and regulations of the Division of Public' Works. }�
The premises are known as No. / L%� / C� �� Street
or subdivision lot no.
Own[/err� f Address ---�-�
bo
Contractor Ad e
pplicant's Signature
O
-5 er JGz 1Ct`d�
PERMIT TO CONNECT WITH'SEWER MAIN
The Division of Public Works hereby grants permission to E tDCK CoN�Tc&o ��y
to make a connection with the sewer main atIF' 1� Street
subject to the rules and regulations of the Division of Public Works..
Division of Public Works
By
Inspected by
Date
See back for rules and regulations
O
• •. Town of North Andover REC�i:
• Office of the Planning Department ��kv CLE. S�p� y
Community Development and Services:Divi
MR
120 Main Street 's 2 7 Ptf
North Andover,Massachusetts 01845
WN
NORrH AN
WATERSHED DISTRICT SPECL4,L PERMITNOTICE OF DECISION S SA C 'L S F T T.S
Any appeal shall be filed
within(20)days after the
date of filing this notice in
the office of the Town Clerk
Date: March 21,2017
Date of Public Hearing: March 21,2017
Petition of: Carl Aquilina ,
681 Great Pond Road
North Andover,MA 01845
Premises Affected: 681 Great Pond Road(Map 63 Lot 26)
North Andover,MA 01845
Referring to:the above petition for Review of a Watershed Special Pernii according to the requirements of
the North Andover Zoning Bylaw,Sections 4.136, 10.3,and 10.31 and MGL C.40A,Sec.9
So as to allow the construction of a 656 square foot addition to the single story ranch house in the Non-
Discharge Zone.The project is located within the Residential l (R-1)Zoning District.
After a public hearing given on the above date, and upon a motion by Lynne Rudnicki and a 2nd by Lora
McSherry, to APPROVE, as amended, a Watershed Special Permit with the following conditions
imposed on the project by a vote of 4 in favor and 0 against.
On behalf the North An ver Planning Board
John Simons,Chairman
Lynne Rudnicki
Lora McSherry
Aaron Freston,Associate
This is.to aarpy that tw-nty(20)days
have elapsed from dates of decision,tied
*A tout•G'h'ng of an appeal. ATTEST
ATrueCopy
Joyce A.Bradshaw p,-_.r dA¢a,o-
Town Clerk
Tovrrrn':aeric'
Bk 15054 Pg294 #9832
The Public Hearing on the above referenced application was opened on March 21,2017 closed by the North
Andover PIanning Board on March 21,2017.
On March 21,2017,upon a motion made by Lynne Rudnicki and seconded by Lora McSherry to
APPROVE,as amended,a Watershed Special Permit to allow the construction of a 656 square foot
addition to the single story ranch house in the Non-Discharge Zone.The project is located within the
Residential 1 (R-1)Zoning District.This Special Permit was requested by Carl Aquilina,681 Great Pond
Road,North Andover,MA 01845 on February 16,2017. The Applicant submitted a complete
application,which was noticed and reviewed in accordance with Section 4.136, 103,and 10.31 of the
Town of North Andover Zoning Bylaw and MGL Chapter 40A,Section 9.The motion to,approve was
subject to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in this decision.
The Planning Board vote was unanimous. A special permit issued by the special permit granting
authority requires a vote of at least four members of a five-member board..
The Applicant is hereby notified that should the Applicant disagree with this decision,the Applicant has the
right,under MGL Chapter 40A, Section 17,to appeal to this decision within twenty days after the date this
decision has been filed with the Town Clerk.
In accordance with 4.136 the Planning Board makes the finding that the intent of the Bylaw, as well as its
specific criteria are met. This decision specifically stated by the Planning Board makes the following
FINDINGS OF FACT:
1) The project is located within an extremely environmental sensitive area and in close proximity to Lake
Cochichewick, the Town's sole drinking water supply; however, the final design includes the
implementation of Best Management Practices that reflect extensive discussions between the Town and
Applicant to ensure the continued protection of Lake Cochichewick and the safety and welfare of the
residents of North Andover.
2) The proposed project:calls for a Stormtech SC-310 infiltration chamber to recharge roof drainage from
the addition.. The proposed work is located within the Non- Disturbance Zone of the Watershed
Protection District. The project has been reviewed by the Town's Stormwater Review consultant,
Eggleston Enviromnental,and with the application of erosion control measures and modifications to the
drainage and stonmwater management designs,the consultant concluded that there will not be significant
degradation to-the quality or quantity of water in or entering Lake Cochichewick. The site drainage system
and stormwater management design are designed in accordance with the Town Bylaw requirements and
Best Engineering and Management Practices. (See email correspondence from L.Eggleston dated March
20,2017.)
:3) The specific Site is an appropriate Iocation for the proposed use and structure.
4) Because of the unique characteristics of the Site the use as developed will not adversely affect the
neighborhood.
5) There will be no nuisance or serious hazard to vehicles or pedestrians.
6) Adequate and appropriate facilities are provided for the proper project.
7) The lot was created in 1994 and is not subject to the Conservation Zone,as described in section 4.136.2.
Table 1.
681 Great Pond Road
Watershed Special Permit
March 21,2017
Page 2 of 4
Bk 15054 Pc1295 #9832
8) The Applicant has strategically located the addition at the furthest point possible from the wetland.
There is no reasonable alternative location outside the General,Non-Disturbance,and the Non-
Discharge Zones for any discharge,structure or activity.
The Planning Board also makes a specific funding that the use is in harmony with the general purpose and
intent of the North Andover Zoning Bylaw.Upon reaching the above findings,the Planning Board approves
this Special Permit based upon the following SPECIAL CONDITIONS:
9) Permit Definitions:
a) The"Locus"or"Site"refers to the approximately 1 acre parcel of land on a portion of
Assessors Map 63,Parcels 26 also known as 681 Great Pond Road,North Andover,
Massachusetts.
b) The "Plans"refer to the plans prepared by Hudson Design Group, Inc. entitled "Watershed
Special Permit Plan Aquilina Residence Map 63 Lot 26", dated March 1, 2017 and Revised
March 13,2017 and March 24,2017.
C) The"Project"refers to the construction of a 656 square foot addition to the single story ranch
house in the Non-Discharge Zone.The project is located within the Residential 1 (R.-1)Zoning
District.
d) The "Applicant" refers to Carl Aquilina, the applicant for the Watershed District Special
Permit.
e) The"Project Owner"refers to the person or entity holding the fee interest to the title to the
Locus from time to time,which can include but is not limited to the applicant, developer, and
owner.
10) The Planning Director shall approve any changes made to these plans. Any changes deemed substantial
by the Planning Director would require a Public Hearing and Modification by the Planning Board.
PRIOR TO ISSUANCE OF A BUILDING PERMIT
11) A performance guarantee bond of four thousand dollars ($4,000.00) made out to the Town of North
Andover must be posted to insure that the construction,erosion control, measures, and performance of
any other condition contained herein will take place in accordance with the plans and the conditions of
this decision and to ensure that the as-built plans will be submitted.
12)In consultation with the Planning Director,the Applicant shall designate an independent construction
monitor.The monitor shall read, sign, and return to the Planning Department the Letter of Agreement
for Independent Monitors.Upon the start of site work the monitor shall make weekly inspections of the
project(any suspension in monitoring due to inactivity on the site shall be pre-approved by the Town
Planner),provide monthly reports to the Planning Department,and detail any areas of non-compliance
and corrective actions.The monitor will also provide reports following heavy rain events, he monitor
must also be available upon notice to inspect the site accompanying a Planning Department designated
official.
13)All erosion control measures as shown on the plan,must be in place and reviewed by the Planning Staff.
14)Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-free,
non-organic pesticides and herbicides use are prohibited,and she use of coal tar-based pavement sealants
is prohibited.The Applicant shall incorporate this condition as a deed restriction and a copy of the
recorded deed shall be submitted to the PIanning Department and incladed in the 12e.
PRIOR TO RELEASE OF THE PERFORMANCE BOND
681 Great Pond Road
Watershed Special Permit
March 21,2017
Page 3 of 4
Bk 15054 Pcr296 #9832
15) The Applicant must submit a letter from the architect and engineer of the project stating'that the building,
landscaping,lighting and Site layout substantially comply with the plans referenced at the end of this
decision as endorsed by the Planning Board.
16) The Planning Board must by a majority vote make a fording that the Site is in conformance with the
approved plan.
GENERAL CONDMONS
17)No open burning shall be done except as is permitted during burning season under the Fire Department
regulations.
18) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation.
19) The provisions of this conditional approval shall apply to and be binding upon the Applicant, its
employees and all successors and assigns in interest or control.
20) Pursuant to the North Andover Zoning Bylaw Section 10.31.3 this Special Permit approval shall be
deemed to have lapsed March 21, 2019 (two years from the date of issuance) exclusive of the time
required to pursue or await determination of any appeals, unless substantial use or construction has
commenced within said two-year period. Substantial use or construction will be determined by a
majority vote of the Planning Board.
21)This decision must be filed with the North Essex Registry of Deeds. The following information is
included as part of this decision:
Plan titled: 'Watershed Special Permit Plan Aquilina.Residence Map 63 Lot 26
Prepared for: Carl Aquilina
681 Great Pond Road
North Andover,MA 01845
Prepared by: Hudson Design Group,Inc.
1600 Osgood Street
North Andover,MA 01845
Scale: 1'40"
Date: March 1, 2017 and Revised March 13,201&March 24,2017
cc:
Applicant
Abutters
681 Great Pond Road
Watershed Special Permit
March 21,2017
Page 4 of 4
IEA IMLEllF1 lNl DKY
AI i
AS Hudson
De110n Gleow.
6� ' .1. lmawoeoma
»aoa11w"° lumen N
` •'
IDS ZO SITE A
28"
B
1 m1FY TMW T16 M4Y eOMetUrF w
y l 9 sE(
.I Illy 7 a 1 hors Na swc.�.laou•:
W4 1 NOTES:
PTOWN or
LOT 26 iCtOr ti I. NORTH ARDOAR WAiERslmEn PROPERTY[O PROTECTIONDISTRICTM TWDISAICT AND
► j
/'00
dp 1.008 S.F. •1C31 T�OF ANTO THE DOVER ZZONING BYLAWSCTION 4.t36 OF THE
pHNED 7.008 Acres r AY :QI. 7' READ N THE ESSEX WORWASTH�RE�W OBY AF DU�a
DATED DEC.iM.REVISED TO APRIL 7,IND.
THE N£RANDS WERE DELINEATED ON NOVEMBER 3,2016
6'I WEnAND6 k LAND MANAGEMENT,INC.
l m 4. 7fE MEAN HIGH WATER MARK Of LAKE COCHIC EYK%HES
ANELEVATION OF 113.87 ON THE UNREL STATES COST
AND GEODETIC SURVEY MRM PER SECTION 2.50 OF THE
�f+ROPOSED CONN M IIORTIf A71oOVFR 2gtlK.BRAYYS. '�1'AIECf y Cjc A
;TECH d¢ � TER THAN 1.000 fEET(=)FROM UA O9y:.
- { 5. PROFN)SEO NEW ADOTFOIN TDGR AREA LOT 70 ExCEW SOIL J\ A
,,��f3� OF THE GROSS FLOOR APIA OF THE EXISTING STRWLKTMCAA% 111 f'.0
\ a�° 7` IN ACOORMNCE WITH SECTION 4.13&3(C)2(7)OF THE TOWN d -F
OF NORTH ANDOVER ZONING BYLX VS:
,t2 4 `o p \ ..� GROSS FLOOR AREA OF E)==STRUCTURE.1.271 SF
11' Im='= \ .K 50%OF GROSS FLOOR AREA=6]5.S Sr I.'1.417d7
TOTAL GROSS FLOOR AREA ALLOYED:1.900.5 SFSET
PROPOSED NEW ADDB10N GROSS FLOOR AREA 5
TOTAL O.ROSS FLOOR YEA OF PROPO=HIXJSE: �jp
0 SF
PROPOSED C040Urr
1 R u � a. SUB PROPERTY 4 NOT LOCATED IWRNeI ROOD ZPNC A `£
Wrt El ROFeL OR V NI DEPICTED ON ER 2 ITr CO22E VETE M+PS
DOSIIHG TREE 1D '-' \ Do, C.2012.Y PANEL NUMBER x3009 CO229F EFFEC7AE JULY CHECNED NM
BE RET!WFD{TIP.) 27261'} _
7. SOL DATA RASED ON USDA HRCS SOA SIRYGY IIAKIlAL. 1
�L"�"'�'
ESSEX MtltJJrr.
.HA rat•Vaa roAT a.
PERCOLATION RATES
BASED ON W t>m STORMWATCR A�Pa4hD D.7C
PROPOSiD DECK .: a. PROPOSED HOUSE ADDITION&WORK AREA IS OVISTDE OF SUBMITTALS
. -
PROPOSED SILTATION FENCE � ROLOCAL CONSERVATION COMMISSION jURi"nON.
5,NNONDISCHARGECE 10.PROPERTY LINES,DIRIDINC TON WETt"FLAOUNC. ■Y, mfa roN w
2061E FROM WETLANDS'B' 8 SITE FEATURES TAMER FROM PLAY CIODIED:PROPOSED
ADGIIGi PLAN'DRAWN BY DONOHOE SURVEY.IWC.DATED
�0ONES'NOH E71ANDS SITE PLAN t FEBRUARY 2.2017.
ZONE FROM YfETLU1D5'C' F2 -i SCATS: 1'.20' A-1 G 10 11. �R.IS REPORTED TO BE SEHVM BY TOWN WATER
11.17 SCALE:1'-40' 12.ROOF DOWNSPOUTS AT ROOF GUTTER WILL BE SaEFNED
,APMOYM SV 714=!.v?I??Y II�_wv.n cr,._.r TO PREYENT BLOCKAGE 6 PRESERVE THE INFILTRATION . LTM n seO.e..uM.s
�i1LTTA FABRIC SYSTEM.ANA THE OVERFLOWS SMALL BE MK=ONTO 1 4SA1yM*ic®Nt na W1v a n
MVOUS SURFACES. o MAXAIT®O Mat uMw
IS THEME SHOULD HOT BE ANY SIGNIFICANT DECIRWATKIN Or m
ABX. �90,r ACIUAL LENGTH--J tar ME GOVAN OR QUANTITY OF WATER IN OR ENTERING LAKE
f (400 OOCHICHEWVCH AS A RESULT OF M5 pp.ECT, gR Mwc;
-4-TALLen LENGTH
IFS
S02S O:GROUYORATm ARE ro"TO BE GREATLY
rW EHpQ FRGL SM SURVEY DN;TA,COHocT MICIA AOUt(,IN4. RESIDENCE U1
t F ENGINEER IMMCOUTELY. Q
UHNDDEER r�X. 11N4,°3�- MAP 63, LOT 26 (�
GRADECHAMSER001ENSIONS:34.0'
FENCEDETAIL 1'2 Kt6.a.XN3.e
�� SCATS:N.i.S A-t tm POND
ROOF(FADER 40Bt.CMWRTON FINE SAHDf(ANI Tial'CREAT POND ROAD
OVERFLOW PIPE RECHARGE SOWADDY"ATMA: 520 50 FF M.ANDOVER,MA 01845 td
ZONrfO ORILIATIDN SPLASH BLOCK RECHARGE
Sx1NG:•TYPE'D'1
RESME--I D--Fwr(R-1) R2NNRGr VOLUNC(0.35 RNGH 1--2 0(5x0<_O
D R000kLO1fS RFD11Rm DOST** PROWOam / 9'WIN.
O IfAf]LflLL REQUIRED VOLUME- 1S CU R. 1InL
T AREA 87,120 SF 43.92E Sf 4J,9xY sF WATERSHED SPECIAL
T FRONYAGE 175 281.35 % PRONGED VOLUME PER Sfr310 dWM90: 31 CU FT PERMIT PLAN _ 1
URDIHG HEIGHT JS - � NON YO U288 GECLASS F TOTAL/OF CHAMBERS f0 DE USED: 1 G14VAIDER V
NG COVEWGE N/A
SETBACK
8'BASE STONE 1-1/2"TO 2'I VERIFY MAN TIME: Y6T MAlta
JO q.6 b 731.4 t06.1 k IQ51 C SCH 40-/ DOUBLE MASHED STONE
SIDE sETBAGK 30 N/A PVC PROPOSED D MIN STORMTECH SC310 DETAILS L K Nw1 aA o ee N. to
A-1 OD
SETBACK ]0 40.4 k 969 33.0 3 120.8 OOY(HSPOIITS 1,02�■ }(>A'r 2.0)
(AL1 MEASUREMENTS ARE IN FEET i UM8E.S5 OTHERWISE NOTED) SC/lE:61.7,5 A-1
I.8.4 HOURS L(72 HOURS W
SETBACK TO EXISTING EOUR MEM SHELTER UNLESS OTH=R1NSE NOTED)
04--21—2017 & 11-3 e 37ct
RESTRICTIVE COVE,NANT
TO TOWN OF NORTH ANDOVER
I, COURTNEY E. AQUILINA, of 681 Great Pond Road,North Andover,NIA,
grant the following RESTRICTIVE COVENANT to the Town of North Andover
upon the property locate at 681 Great Pond Road, North Andover,M bounded and
described as follows:
NORTHERLY: by Great Pond Road, one hundred fifty and 00/100 (150.00)
feet;
EASTERLY: by land now or formerly of the D&G Real Estate Trust, as
shown on plan hereinafter mentioned two hundred eighty
'o one and 35/100(281.35)feet;
SOUTHERLY: by other land of said D&G Real Estate'frust,according to
0 said plan, one hundred sixty-nine and 29/100(168.29)feet;
WESTERLY: by land nor or formerly of Thomas Burns, according to said
plan,two hundred seventy-two and 61/100 (27'2.61) feet.
a
0
14 1. Courtney Aquilina specifically state that fertilizers shall be Iimited to those which are
either organic or slow-release nitrogen and phosphorous-free, non-organic pesticides
00 and herbicides use are prohibited, and the use of coal tar-based pavement sealants is
prohibited.
2. This restrictive covenant, used herein, applies to the above-referenced property
conveyed by deed dated June 7,2004 and recorded with the Essex North District
Registry of Deeds in Book 8845,Page 210.
3. This restrictive covenant shall remain in effect for the maximum period permitted
under Massachusetts law,unless sooner amended or terminated by consent of the Town
of North Andover and shall run with the land and inure to the benefit of the inhabitants
of the Town of North Andover and shall bind owner and its heir, devisees,legal
representatives,successors.
2692s99.v2
4
Blc 15054 Pg299 #9833
WITNESS my hand and seal this day of April,2017.
Courtney E. Aquilina
COMMONWEALTH OF MASSACHUSETTS
County of Essex,ss.
On this �Jday of April 2017, Courtney E. Aquilina personally appeared lbefore me and
proved through satisfactory evidence of identification, which was Massachusetts Driver's
license, to be the person whose name is signed on the preceding or attached document in
my presence and acknowledged that she executed the.same as her free act or deed.
No Public
Print Narrie: (A/ D122,o
My commission expires: /�W J7
SUZANNE.M`Pit-ICH '
NOTARYP�l1G:.::'
`j COMMONVWEA<<HOFTAASSAC�HIISETTS
MYCo ;Ee�bt7 x.2022.
2682897.x2
V
P, ECEIPT
Printed: April 21, 2017 ® 10:37:09
Essex North Registry
M. Paul Iannuccillo
Register
Trans#: 7080 Oper:LRRECKM
CARL AQUILINA
-------------------------
Book: 15054 Page: 293 Inst#: 9832
Ctl#: 37 Rec:4-21-2017 ® 10:37:08a
NAND 681 GREAT POND RD
DOC DESCRIPTION TRANS AMT
----------- ---------
DECISION
Surcharge CPA $20.00 20.00
50.00 recording fee 50.00
5.00 TECH FEE 5.00
Total fees: 75.00
Book: 15054 Page 298 Inst# 9833
Ctl#: 38 Rec:4-21-2017 ® 10:37:08a
NAND 681 GREAT POND RD
DOC DESCRIPTION TRANS AMT
----- ---------
COVENANT
Surcharge CPA $20.00 20.00
50.00 recording fee 50.00
5.00 TECH FEE 5.00
Total fees: 75.00
** Total charges: 150.00
CHECK PM 652 150.00
VVI I
�ltF (Trn f
A4 dz Sri �
ZONING DISTRICTS: RESIDENCE 1
WATER PROTECTION
Sm ,ryGGD ASSESSORS: MAP 63 LOT 26
REFERENCES:
/ t
sDEED - 8K. 8645 PO. 210
/ l I
PLAN - PL. 4048
CIRCLE
If 1 _
LEGEND
I.PIPE IRON PIPE
LPK D.H. DRILL HOLE
A A V E° I� 1` \ (FD') I.R. IRON ROD
DRIVEWAY `---� \ FD. FOUND
/ / 1 ----------------
LOT
----- LOT AREA
! w Addie dDcx otl DWELLING 43,921 S.F. 3
I n /68I 1.008 Acras 8 r I.R.
x
tPIPE \�
d
221:1 It 28'0 / ?
( » Pro oscd Addition
b767,
I.R. `
(SEF) 'S»
w
AAU4 I.A.
P ADDRESS: 681 GREAT POND ROAD
PLOT PLAN
IN
NORTH ANDOVER, MA
PROPERTY OF
NOTE:
COURTNEY E. AQUIUNA
UNDERGROUND UTILITIES WERE NOT MARKED D tD 2D 40 60 8D SCALE: 1" ffi 20' AUGUST 26, 2016
IN THE of THIS SURVEY. AN FEET DONOHOE SURVEY, INC.
I
INVESTIGATION
N OF UNDERGROUND UTILITIES SCALE:
HAS NOT BEEN CONDUCTED BY DONOHOE METERS
SURVEY. INC. D s to 2 363 80STON ST. TOPSFIELD, MA
g (978)887-6161 PRDJ.aim
FRANCIS A. HEBB
DESIGN/BUILD CONTRACTOR
CONSTRUCTION MANAGEMENT AND CONSULTING
Residential,Commercial Building&Renovations
Construction Supervisory License#033217
Home Improvement License#107916
CONTRACT
70 Lake Shore Road, Boxford, MA 01921-1115
Shop(978)352-6123
Fax (978)352-5068
Cell (978)423-6637
Massachusetts Department of>Sub!c'�Saf
ety.,.
'r EWANEW, Board of Building Regutaticns and S#aridasr9s'
License:CS-033217
Construction supervisor t.
FRANCIS A HEBB.:
70 LAKE
SHORE
84XFORMA 01 ;.
i) .r
-
�r,y
EV at,
Commissioner 03126!2018
�c✓211a61 sitcyxc er tbJac rcFef/#
Ofte of Coeasmer Affairs&114tw AePtet"
HOME IMPROVEMENT ICON'{AC`OR
ReglisffatIOUV-•,.11p79118 Tye:
_: py;
EXPI*N t _ I f21?18 Private Corporation
'- : t1
FRANCIS HERB Ctrl �}
fart is Hebb
'70 take Shore itd A ° .
c-�--
BoxPo4ISA 01021 Underseeretary
}
Mutual
/� A.I.M. Mutual Insurance Company
ALM. M u l}�ua l Massachusetts Employers Insurance Company
V � New Hampshire Employers Insurance Company
INSURANCE COMPANIES Associated Employers Insurance Company
RENEWAL PROPOSAL
WORKERS' COMPENSATION
Insurance Company:A.I.M.Mutual Insurance Company Policy#:AWC-400-7006999-
2017A
Insured: Producer:4298—1 —1
Francis A Hebb Construction Inc BKM Inc dba Cross Insurance Peabody
70 Lake Shore Rd 139 Lynnfield Street Ste 210
Boxford,MA 01921-1115 Peabody, MA 01960
Employers'Liability:
Renewal Effective Date: 07/28/2017 Bodily Injury By Accident 100,000 Each Accident
Anniversary Rating Date: 07/28/2017 Bodily Injury By Disease .500,000 Policy Limit
Quote Date: 05/24/2017 Bodily Injury By Disease 100,000 Each Employee
t=r ancis`AHetsEi Constructonanc. _
From 07/28/2017 to 07/28/2018 Massachusetts
.. ............... ...... .......
.... ..... .........
...:..... ... .. ...
................ ..... .... ..
_...-„ota
Per. ;:�_::Estl:mated
.._._...
........::
:::::.:.._-_:::;. do.....:r Rem_ unstation:`.:..Remuneration:::::::::`Premium:
WELDING OR CUTTING NOC&DRIVERS 33651 If any 7.75 0
MASONRY NOC 50221 If any 9.70 0
TILE, STONE, MOSAIC OR TERRAZZO WOR
K- INSIDE 53486 If any 5.12 0
CARPENTRY-INSTALLATION OF CABINET
WORK OR INTERIOR TRIM 54371 If any 5.52 0
PAINTING OR PAPER HANGING NOC&SHO
P OPERATIONS, DRIVERS 54741 If any 5.66 0
PLASTERING NOC&DRIVERS 54801 If any 4.64 0
CONTRACTOR-EXECUTIVE SUPERVISOR O
R CONSTRUCTION SUPERINT
ENDENT 56061 42,400 1.87 793
CARPENTRY- DWELLINGS-THREE
STORIES OR LESS 5651 1 If any 8.11 0
EXCAVATION&DRIVERS 62171 40,160 4.53 1,819
SALESPERSONS,COLLECTORS OR
MESSENGERS-OUTSIDE 87421 If any 0.16 0
CLERICAL OFFICE EMPLOYEES NOC 88101 16,200 0.07 11
Manual Premium 2,623
Experience Mod 0.93 (184) 2,439
Standard Premium 2,439
ARAP Charge 1.00 0 2,439
Expense Constant 338 2,777
Terrorism Act Surcharge 30 2,807
Total Estimated Premium 2,807
DIA ASSESSMENT 5.60% 137 2,944
Total Estimated Premium&Surcharge(s) 2,944
54 Third Avenue•P.O.Box 4070•Burlington,MA 01803-0970•Tel:781.221.1600/800.876.2765•Fax:781.270.5599
BURLINGTON•HOOKSETT,NH •HOLYOKE• MARLBOROUGH
sponsored byAssooated Industries of Massachusetts
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
INFORMATION PAGE
A.I.M. Mutual Insurance Company
54 Third Avenue, Burlington, Massachusetts 01803-0970
(800)876-2765 NCCI NO 26158
POLICY NO. I AWC-400-7006999-2016A
PRIOR NO. I AWC-400-7006999-2015A
ITEM
1. The Insured: Francis A Hebb Construction Inc
DBA:
Mailing address: 70 Lake Shore Rd FEIN:"--"""3556
Boxford,MA 01921-1115
Legal Entity Type: Corporation
Other workplaces not shown above: See Location
2. The policy period is from 07/28/2016 to 07/28/2017 12:01 a.m.standard time at the insured's mailing address.
3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the
states listed here: MA
B. Employers'Liability Insurance:Part Two of the policy applies to work In each state listed in item 3.A.
The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident
Bodily Injury by Disease $ 500,000 policy limit
Bodily Injury by Disease $ 100,000 each employee
C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B
D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE
4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating Plans.
All inforrnation required below is subject to verification and change by audit.
Classifications Premium Basis Rates
Code Estimated Per$100 Estimated
No. Total Annual Of Annual
Remuneration Remuneration Premium
INTRA 321299
INTER SE CLASS CODE SCHEDU E
Minimum Premium $500 Total Estimated Annual Premium $9,267
GOV GOV Deposit Premium $7,323
STATE CLASS
MA 5651 State Assessments/Surcharges
$8,875.00 x 5.6(000.%yam $497
This policy, including all endorsements,is hereby countersigned by &,ea 07/13/2016
Authorized Signature Date
Service Office: BKM Inc dba Cross Insurance Peabody
54 Third Avenue 139 Lynnfield Street Ste 210
Burlington MA 01803 Peabody,MA 01960
WC 00 00 01 A(7-11)
Includes copyrighted material of the National Council on Compensation Insurance,
used with its permission.
2015 iECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 20.00
Below-Grade Wall 15.00
Floor 0,00
Ceiling/Roof 49.00
Ductwork(unconditioned spaces):
Glass&D..
Window Rating 0.30
Door 0.34
Skylight 0.46
CoolingHeating&
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
I
Section Pians Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
I.&Re .iD
401.3 ,Compliance certificate posted. "`"` s ,"``F« "' T} t ❑Complies
T ' to x
F
[F17]1 � � '' ..� �� ❑Does Not
❑Not Observable .
i :.}yf.:�tirryCt-:':�Fy;-l�z,�i;X.;. ,'Yr�g>"•tea-
?,3 K
:t�:� F::•s:� ;.,�,x;;,aT.�:k�;; y;z„;. ':� ' ❑Not Applicable
"
iComp3033 M n fadur r manuals for lies
]f118]3
!mechanical and watt ElDoes Not
;systems have been provided.
❑Not Observable
=r>,tags x�Nn KT
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title:Aquilina Residence Report date: 02/14/17
Data filename:C:1Userslrpatel\Documents`REScheck\Aquilina Residence.rck Page 9 of 9
Section Plans Verified Field Verified# Final Inspection Provisions Complies? Commen"fAsSumptions.
6e Rg .ID Value : Value
403.6.1 ;AII mechanical ventilation system '=k' s`yz _` " T '`''❑Com lies
[FI25j� Mans not part of tested and listed , ; .rye ❑Does Not
i HVAC equipment meet efficacy r r{ k
;and air flow limits. $_ W5 ; ter;F�' ❑Not Observable .
;a'., ': ; ?,;;�;•�,� - '❑Not Applicable
403.2 ;Hot water boilers supplying heat ❑Complies
CF12612 1through one-or two-pipe heating - n �� '- � ❑Does Not
.;systems have outdoor setback z+s �rvz ii
control to lower boiler water ❑Not Observable
'temperature based on outdoor --:` :'"=-n ' i -"+ ❑Not Applicable
itemperature. " 4'{x ":�<• :f" ,• ' r
403.5.1.1 I Heated water circulation systems, ,c N � .- ❑Complies
[F128]2.. !have a circulation pump.The a ' ❑Does Not
:system return pipe is a dedicated F
iP P -• ? 3 ❑Not Observable
return pipe or a cold water supplyY ❑Not Applicable
q;r- ,
,pipe.Gravity and thermos- ". �-j ��` PP•
; _.�' `mss ' '
syphon circulation systems are
1 not present.Controls for s '
;circulating hot water system
pumps start the pump with signal
for hot water demand within the
:occupancy.Controls
� ..
;automatically turn off the pump
when water is In circulation loop
1 is at set-point temperature and 'r
is
demand for hot water exists. .3Y.
403.5.11 I Electric heat trace systems ❑Complies
[17129]2 1comply with IEEE 515.1 or UL zm' ❑Does Not
1515.Controls automaticallyI .: 5
❑Not Observable
;adjust the energy input to the ,n '
x ;:
heat tracing to maintain the ❑Not Applicable
I desired water temperature in the k r
piping
403.5.2 Mater distribution systems that ❑Complies
{F)30]2:. ;have recirculation pumps that ; '
pump water from a heated water
❑Does Not
supply pipe back to the heated Y`y ❑Not Observable ;
'water source through acold �w xh# []Not Applicable
'water supply pipe have a
ldemand recirculation water is
:.:system.Pumps have controlstit
that manage operation of the
pump and limit the temperature ,e4
of the water entering the cold t k
S water piping to 1044F.
403.5.4 .;Drain water heat recovery units `' ❑Complies
[F1321P, :!tested in accordance with CSA ` - " ❑Does Not
i 855.1.Potable water-side , V� r
;pressure loss of drain water heat a []Not Observable
❑Not Applicable
'recovery units<3 psi forx PP
'individual units connected to one w;F 4
or two showers.Potable water-
side pressure loss of drain water"
heat recovery units<2 psi for ' -�, kr
individual units connected to
!three or more showers.
404,1 ;75%of -
lamps in permanent ,r -, ❑Complies
[FI6]1 fixtures or 75%of permanent ' ' ;❑Does Not
Doesnot
:fixtures have higlaPs 'U^ ❑Not Observable
apply o low volt low-voltage r v A
lighting. 3:', „ ;.K>= ,s r •^ k =x❑Not Applicable
404.1.1 ;Fuel gas lighting systems have nKc ';fir ^.._❑Complies
[F123]3 .no continuous pilot light. ❑Does Not
❑Not Observable
❑Not Applicable
1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title:Aquilina Residence Report date: 02/14/17
Data filename:C:\Users\rpatel\Documents\REScheck\Aquilina Residence.rck Page 8 of 9
Section Plans Verified . Field Verified.
# Fina!Inspection Provisions Complies? Comments/Assumptions
&Re .ID Value Value . .
402,1.1, 'Ceiling insulation R-value. R- R- ;❑Complies See the Envelope Assemblies
402.2.1, E] Wood E] Wood ❑Does Not table for values.
402.2.2, ❑ Steel :❑ Steel ❑Not Observable
402.2.
[Fill' 6 ;❑Not Applicable
z )�-a � ❑Complies
303.1.1.1, Ceiling insulation installed per ��r"�'' �-{�� �" �'� f ,
303.2 ;manufacturer's instructions.every ❑Does Not
[FI2] Blown insulation marked eve
:300 fL-. r s� � + -' �-c °❑Not Observable
k. sw -9 ❑Not Applicable
402.2.3. ;Vented attics with air permeable wt " ❑Complies
[1`12212 :insulation include baffle adjacent j :;v" ;;.�:_' .; ❑Does Not
Ito soffit and eave vents that : :
extends over insulation. : - ❑Not Observable ;
ONot Applicable
402.2.4 ;Attic access hatch and door 'R- R- ;❑Complies
[F13]1 :insulation a:R-value of the ❑Does Not
adjacent assembly.
❑Not Observable .
❑Not Applicable
402.4,1.2 :Blower door test @ 50 Pa.<=5 ACH 50=_ ACH 50=_ ;❑Complies
[FI17]1 ach in Climate Zones 1-2,and :❑Does Not
<=3 ach in Climate Zones 3-8.
:❑Not Observable
❑Not Applicable
403.2.3 ;Duct tightness test result of<=4 ; _cfm/100 _cfm/100 �❑Complies
[1`14]1 ;cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not
<=3 cfm/100 ft2 without air ❑Not Observable
handler @ 25 Pa.For rough-in
;tests,verification may need to •❑Not Applicable
:occur during Framing Inspection. '
403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies
[FI2711 :determine air leakage with ft2 2 :❑Does Not
;either:Rough4n test:Total
;leakage measured with a ❑Not Observable
:pressure differential of 0.1 inch ❑Not Applicable ;
w.g.across the system including
;the manufacturer's air handler
:enclosure if installed at time of
test.Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 inch
w.g.across the entire system
.including the manufacturer's air
handler enclosure.
403.3.2.1 :Air handler leakage designated ` ❑Complies
[FI24]1 'by manufacturer at<=2%of t� , ; ,_ s y ` ❑Does Not
;design airflow.
❑Not Observable
w
❑Not Applicable
40111 Programmable thermostatsF� X ❑Complies
.installed for control of primary i. ' , ❑Does Not
..;heating and cooling systems and t. -
I initially set by manufacturer to ❑Not Observable
]code specifications. - ❑Not Applicable
E.111....1 heatmhrmastat In y,.,, ti 1 �❑Complies
PUMPS. '❑Does Not
❑Not Observable
0Not Applicable
.403.*5.11. C
irculating service hot water - ❑Complies
jkiii2 ;systems have automatic or * ❑Does Not
!accessible manual controls. '
{ ❑Not Observable i
❑Not Applicable
Fl--High Impact(Tier 1) 1.2 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3)
Project Title: Aquilina Residence Report date. 02/14/17
Data filename: C:\Users\rpatel\Documents\REScheck\Aquilina Residence.rck Page 7 of 9
Section Plans Verified Field Verified# Insulation�lnspection Complies? Comments/Assumptions
&Re .ID Value Value Ten .
. .
303.1..- :',All installed insulation is labeled ; „;`;u' aw c ❑Complies
[1N13] ;or the installed R-values ❑poes Not
jprovided. "$ ; , ❑Not Observable
l $ y - ��
; f- ; °'Y ❑Not Applicable
402.1.1, ;Wall insulation R-value.If this is a: R-� R- '❑Complies ;See the Envelope Assemblies
402.2.5. '.mass wall with at least%of the ;F
Wood ;❑ Wood ;❑Does Not :table for values,
402.2.6 ;wall insulation on the wall Mass
[IN3]1 ;exterior,the exterior Insulation ❑ Mass ;❑Not Observable .
jj requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable
303.2 ;Wall insulation is installed per 60_i'i'1Z.-, =tx ❑Complies
[IN411 manufacturer's instructions. 4 "
�" ODoes Not
❑Not Observable
"-� ❑Not Applicable
Additional Comments/Assumptions:
I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title:Aquilina Residence Report date: 02/14/17
Data filename: C:\Users\rpatel\Documents\REScheck\Aquilina Residence.rck Page 6 of 9
Section Plans Verified Field Verified
# Framing/Rough-In InspectionComplies? Comments/Assumptions
Value. Value
403.6 ;Automatic or gravity dampers are x. .-" []Complies
[FR19]2 installed on all outdoor air =t"w'r's` `T _ "❑Does Not
!intakes and exhausts. r"= QNot Observable ;
[]Not Applicable
G
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3.1 Low Impact(Tier 3)
Project Title:Aquilina Residence Report date: 02/14/17
Data filename:C:\Users\rpatel\Documents\REScheck\Aquilina Residence.rck Page 5 of 9
Section Plans Verified Field.Verified "
# Framing/Rough-in Inspection value. Value. 'Complies Commerrts/Assumption$
&R .ID1. .
402.1.1, ;Glazing Ufactor(area-weighted U-_ U-_ ;❑Complies ;See the Envelope assemblies
402.3.1, ;average). ❑Does Not table for values.
402.3. ,
402.3.66, ❑Not Observable
402.5 ❑Not Applicable
[FR2]1
303.1.3 U-factors of fenestration products[`a rw '�3`".._<� 'OComplies
[FR4]1 are determined in accordance L
Oboes Not
;with the NFRC test procedure or
;taken from the default table. ❑Not Observable
7
ONot Applicable
402.1.1, :SkylightLI-factor. U- U-_ ' Complies ;See the Envelope Assemblies
402.3.3, ❑Does Not ;table for values.
402.3.6,
402.5 ❑Not Observable
[FR511 :ONot Applicable
402.4.1.1 ;Air barrier and thermal barrier ? ❑Complies
[FR23]1 i installed per manufacturer'sr :+ ❑Does Not
instructions.
`< 1 ONot Observable
El Not Applicable
402.4.3 Fenestration that is not site built ❑Complies
[FR20]1 ;is listed and labeled as meeting - tiw I'=�' r []Does Not
AAMA/WDMA/CSA 101/I.S.2/A440. "' a
or has infiltration rates per NFRC ONot Observable
400 that do not exceed code ONot Applicable
limits.
402.4.5: ";IC-rated recessed lighting fixtures ❑Complies
[FR16]2 !sealed at housing/interiorfinish r .' F tF, ❑Does Not
;and labeled to indicate s2.0 cfm
{leakage at 75 Pa. + ONot Observable
e ❑Not Applicable
403.2.1 ;Supply and return ducts in attics ❑Complies
[FR12]1 ;insulated>=R-8 where duct is
>=3 inches in diameter and>_ '1` U []Does Not
R-6 where<3 inches.Supply and ¢' ❑Not Observable
return ducts in other portions of s nS ' ONot Applicable
the building insulated>=R-6 for
:diameter>=3 inches and R-4.2
;for<3 inches in diameter.
403.3.3.5 ;Building cavities are not used as ❑Complies
[FR15]3 :ducts or plenums. I S, F `F ❑Does Not
[]Not Observable
[]Not Applicable
403.4 HVAC piping conveying fluids R-_ R-_ ';❑Complies
[FRi712 above 105 QF or chilled fluids ❑Does Not
below 55 QF are insulated to aR
:ONot Observable
{3.
:ONot Applicable
403.4.1 i Protection of insulation on HVAC ❑Complies
[FR24]1 piping. - ❑Does Not
m.
.• -' -[]Not Observable ,
❑Not Applicable
403.5.3 . ;Hot water pipes are insulated to ; ^R- R ;DComplies
[FR18]2 : alk-3. 'ODoes Not
i ❑Not Observable
ONot Applicable '
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title:Aquilina Residence Report date: 02/14/17
Data filename:C:\Users\rpatel\Documents\REScheck\Aquilina Residence.rck Page 4 of 9
Section Plans Verified Field Verified
# Foundation Inspection Value Value Complies? .... CornlntntsimaiRmpNotts
R .ID
402.1.1 Conditioned basement wall ° R-_ R- ;OComplies See the Envelope Assemblies
(F0411 insulation R-value.Where interior' R R— :ODoes Not ;table for values.
insulation is used,-verification i may need to occur during ONot Observable
:Insulation Inspection.Not ❑Not Applicable
;required in warm-humid locations'
in Climate Zone 3.
303.2 ;Conditioned basement wail ❑Compiies
IFOS11 ;insulation installed per _ ❑Does Not
-manufacturer's instructions. "
❑Not Observable
`z ❑Not Applicable
402.2.9 :Conditioned basement wall _ft ft ❑Complies See the Envelope assemblies
[F06]1 insulation depth of burial or ❑Does Not table for values.
;distance from top of wall.
ONot Observable
ONot Applicable
303.2.1 ;A protective covering is installed "=' =` ❑Complies
(FO11F :to protect exposed exterior i ,! ❑Does Not
:insulation and extends a
minimum of 6 in,below grade. []Not Observable ;
ONot Applicable
403.9 ;Snow-and ice-melting system ❑Complies
(FW212-. .tcontrols installed. ❑Does Not
ONot Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title:Aquilina Residence Report date: 02/14/17
Data filename: C:\Users\rpatel\Documents\REScheck\Aquilina Residence.rck Page 3 of 9
REScheck Software Version 4.6.3
Compliance Certificate
Project Aquilina Residence
Energy Code: 2015 IECC
Location: North Andover, Massachusetts
Construction Type: Single-family
Project Type: Addition
Climate Zone; 5 (6322 HDD)
Permit Date:
Permit Number.
Construction Site: Owner/Agent: Designer/Contractor;
681 Great Pond Road Courtney E.Aquilina Hudson Design Group LLC
North Andover,MA 01845 681 Great Pond Road 1600 Osgood Street
North Andover,MA 01845 Suite#3090
603-560-6185 North Andover,MA 01845
aquilinacarl@gmail.com (978)557-5553
info@hudsondesigngroupllc.com
. trade-off
Compliance: 1.1%Better Than Code Maximum UA: 93 Your UA: 92
rhe%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off odes.
It DOES Nor protide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Assembly Gross Area Cavity Can
or t. U-Factor UA
Basement Wall:Solid Concrete or Masonry 516 0.0 15.0 0.047 24
Wall height:7.3'
Depth below grade:6.3'
Insulation depth:7.3'
Exterior Wall:Wood Frame,16"o.c. 517 20.0 0.0 0.059 26
Casement Windows:Wood Frame:Double Pane with Low-E 45 0.300 14
French Door.Glass 39 0.340 13
Ceiling:Steel joist/Rafter,16"o.c.:2x10 535 49.0 0.0 0.028 15
Skylight-Sun Tunnel:Other 1 0.460 0
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.3 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist.
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Name-Title Signa re pip Date
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Project Title:Aquilina Residence Report date: 02/14/17
Data filename:C:1UserslrpateilDocuments\REScheck\Aquilina Residence.rck Pagel of 9
REScheck Software Version 4.6.3
Inspection Checklist
Energy Code: 2015 IECC
Requirements: 0.0%were addressed directly in the REScheck software
Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each
requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception
is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided.
5ectlon Plans Verified Field Verified
# Pre-Inspection/Plan Review
6c(t .ItJ - Value Value..:.. ._: Assuinptl4ns,.
Camplies3 : . .Comments/'
103.1. Rr:.
;construction drawings and - ❑Complies i
103.2 :documentation demonstrate ° []Does Not
[PR111 energy code compliance for the .
0 :building envelope.Thermal `` fi ❑Not Observable ,
envelope represented on �. ❑Not Applicable
:construction documents.
103.1, Construction drawings and ❑Complies
103.2, [documentation demonstrate rte' ❑Does Not
403.7 energy code compliance for
[PR3I1 ;lighting and mechanical systems. []Not Observable
:Systems serving multiple ❑Not Applicable ;
:dwelling units must demonstrate
:compliance with the IECC - .....
Commercial Provisions. ;
302.1, ;Heating and cooling equipment is: Heating: Heating: ;❑Complies
403.7 i sized per ACCA Manual S based : Btu/hr ; Btu/hr 1❑Does Not
IPR2I? on loads calculated per ACCA Cooling: Cooling:
Manual or other methods : Btu/hr Btu/hr _]Not Observable ;
I approved by the code official. :❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3)
Project Title:Aquilina Residence Report date: 02/14/17
Data filename: C:\Users\rpatel\Documents\REScheck\Aquilina Residence.rck Page 2 of 9
The Contractor under provisions of Chapter 142A of the General Laws is required to apply for and
obtain all construction related permits. The Contractor shall not be deemed responsible for delays
in the work described in this Agreement caused by regulatory, permit granting or inspectional
agencies,authorities or individuals.
Notice: If the homeowner obtains his own construction related permits for the work described
under this agreement, the homeowner is hereby advised that in the event of a dispute,judgment
and nonpayment of the contractor,the homeowner will not be entitled to make a claim to or collect
from the guaranty fund established by Chapter 142A,M.G.L.
IX.MODIFICATION
This Agreement, including the provisions related to price (Section 11) and payment schedule
(Section III) cannot be changed except by a written statement signed by both Contractor and
Owner.
X.CONSTRUCTION CHANGE ORDER
Construction change orders will consist of any change to the original scope of work,such as hidden
conditions and changes requested by Owner. These conditions may require adjustment in the
overall price and time frame to complete the necessary work related to this Agreement. In such
case the Contractor shall inform the Owner of such conditions forthwith and when necessary a
written amendment to this Agreement will be negotiated and executed by the Contractor and
Owner.
XI.WARRANTIES
The Contractor warrants that the work furnished hereunder shall be free from defects in materials
and workmanship for a period of one year following completion and shall comply with the
requirements of this Agreement. In the event any defect in workmanship or materials,or damage
caused by the Contractor, his subcontractors, employees or agents,is discovered within one year
after completion of any job, including cleanup,the Contractor shall,at his own expense,forthwith
remedy,repair,correct,replace,or cause to be remedied,repaired or replace such damage or such
defect in materials or workmanship. The foregoing warranties shall survive any inspection
performed in connection with the agreed upon work.
All warranties for equipment supplied by the Contractor under this Agreement shall be those given
by the manufacturers of such equipment,which shall be and are hereby passed through directly to
the Owner. Under such manufacturers'warranties,the Owner may be required to register or mail
in a warranty card or other evidence of workmanship and use of such equipment in order to activate
such warranties. The Owner's failure to mail in or register such documentation, which failure
voids the manufacturer's warranty,shall not create any responsibility for the Contractor to warranty
such equipment.
This warranty gives the Owner specific legal rights, and Owner may also have other rights which
vary from state to state.
a
and the remaining $2,575.00 upon verification of the work by Owner and Contractor as
having been satisfactorily completed, which verification shall take place promptly after
completion.
Costs do not reflect any permits required or labor to obtain permits. Final payment will be
adjusted to reflect these costs.
Notice: No agreement for home improvement contracting work shall require a down payment
(advance deposits).of more than one-third of the total contract price or the total amount of all
deposit or payments which the contractor must make,in advance,to order and/or otherwise obtain
delivery of special order materials and equipment,whichever amount iseeatater.
IV.COMMENCEMENT AND COMPLETION OF WORK
Contractor will not begin the work or order the materials before the third day following the signing
of this Agreement,unless specified here in writing. Contractor will begin the work on or about
July 17,2017(date). Barring the delay caused by circumstances beyond Contractor's control,the
work will be completed by December i, 2017 (date). The Owner hereby acknowledges and
agrees that the scheduling dates are approximate and that such delays that are not avoidable by the
Contractor shall not be considered as violations of this Agreement.
V.NO ACCELERATION OF PAYMENTS BUT ESCROWING ALLOWED
The Contractor may not require payments to be made in advance of the times specified in Section
III (Payment) above for the reason that he deems himself or the payments to be insecure. If,
however,he deems himself to be insecure,he may require,as a prerequisite to continuing the work
described herein,that the balance of the payments under this contract that are in the control of the
Owner,shall be placed in a joint escrow account that requires the signature of both the Contractor
and the Owner for withdrawal.
VI.INSURANCE
Contractor will be responsible to Owner or any third party for any property damage or bodily
injury caused by himself,his employees or his subcontracts in the performance of, or as a result
of,the work under this Agreement. Contractor agrees to carry insurance to cover such damage or
injury.
VII. SUBCONTRACTING
Contractor agrees that, notwithstanding any agreement for materials and/or labor between
Contractor and a third party, Contractor is responsible to Owner for completion of all work
described in a timely and workmanlike manner.
VIII.CONSTRUCTION RELATED PERMITS
The following construction related permits will be necessary in order to complete the scope of
work included in this Agreement: Building,Plumbing and Electrical Permit(Price not included.)
i
RESIDENTIAL CONTRACTING AGREEMENT
Designated Registrant's Name: FRANCIS A.HEBB
Registration Number: 107916
This agreement is made on July 10,2017`(date)between FRANCIS HEBB of 70 LAKE SHORE
ROAD, BOXFORD, MA 01921 (978) 352-6123 hereinafter called "Contractor" and Carl
Aquilina(Owner)of 681 Great Pond Road North Andover,MA 01845 hereinafter called"Owner".
I.DETAILED DESCRIPTION OF WORK TO BE PERFORMED
Contractor agrees to perform in a good and workmanlike manner all work detailed below for the
house addition project:
Work to include all site work and new storm drain. Install new underground electrical service.
Full foundation with 2' footings. 8'concrete walls, w/10"poured walls. Two pieces of rebar
in footings and four pieces in wall.
Framing as per plans provided.Install asphalt shingles to match existing,Anderson windows and
doors,Certaineed vinyl siding. Plumbing and electrical as per plans provided.Blueboard .
plaster, labor only for file installation in bathroom and labor and materials for hardwood floor in
bedroom and hall.All interior painting.
No styrofoam insulation in the basement is included in this work.
U.PRICE
Contractor agrees to do all work described in Section I for the total price$116,225.00.
III. PAYMENT
Payment will be made as follows:
$5,000.00 upon completion of underground service;
$11,750.00 upon completion of dig out and pour foundation;
$10,000.00 upon completion of tar on foundation,perimeter drain,crushed stone inside
and backfill, sawcut wall for opening and install roof drain;
$12,500.00 upon completion framing of deck,walls and ceiling;
$10,000.00 upon completion of framing roof trim and roof;
$10,500.00 upon completion of siding and windows installed and concrete floor poured;
$10,000.00 upon completion of rough plumbing and rough electrical;
$10,000.00 upon completion of insulation and plaster work;
$9,000.00 upon completion of interior painting and finish work;
$4,900.00 upon completion of bathroom vanity installed,and shower walls and floor;
$9,000.00 upon completion of finish plumbing and electrical;
$7,000.00 upon completion of hardwood floor installed and finished;
$4,000.00 upon completion of finished site work