HomeMy WebLinkAboutMiscellaneous - 41 Brookview Drive L41 Brookview Drive40
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MAP # LOT #
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PARCEL # STREET�KNP-LO Ct.ACU
CONSTRUCTION APPR
HAS PLAN REVIEW FEE BEEN PAID;i��� YES NO
PLAN APPROVAL: DATE=l PP. BY o*tlb_
DESIGNER: -C� &2--1 PLAN DATE aq I�9
CONDITIONS
WATER SUPPLY: OWN WELL
WELL PE DRILLER
WELL TESTS:' CHEMICAL DATE APPROVED
B ' 'I<RIA I DATE APPROVED
BACTERIA II DATE APPROVED
PLUMBING SIGNOFF. WIRING SIGNOFF
COMMENTS:
FORM U APPROVAL: APPROVAL ISSUE YES NO
--
DATE ISSUED B/Y
CONDITIONS:
FINAL APPROVAL:
ALL PERMITS PAID YES NO
WELL CONSTRUCTION APPROVAL YES NO
SEPTIC SYSTEM CONSTRUCTION APPROVAL YES NO
OTHER YES NO
ANY VARIANCE NEEDED YES NO
FINAL BOARD OF HEALTH APPROVAL: DATE: BY:
i IL
SEPTIC SYSTEM INSTALLATION
IS THE INSTALLER LICENSED? ES NO
TYPE OF CONSTRUCTION: y NEW REPAIR
NEW CONSTRUCTION: CERTIFIED PLOT PLAN REVIEW ._ YE�Sj NO
CONDITIONS OF APPROVAL YES NO
(FROM FORM U)
ISSUANCE OF DWC PERMIT YES NO
DWC PERMIT PAID? NO
DWC PERMIT NO. //agdl INSTALLER:
BEGIN INSPECTION S 0:
EXTAVATION INSPECTION: NEEDED:
PASSED /b�j` ��� BY � `L
CONSTRUCTION INSPECTION: NEEDED:
f
AS BUILT PLAN SATISFACTORY: YES:
APPROVAL `O BACKFILL: DATE: BY
FINAL GRADING APPROVAL: DATE BY
FINAL CONSTRUCTION APPROVAL: DATE I /C7 Ial,, BY
Addr S Rboc�(.0 V 1'E-Iv Title of File
Page of
Date File Open: Date file closed:
Doc Document/Action Title Date of Refer to other Purpose of 17ocumecnt/Action and notes
action Document/ document/
Num. Action Department
Board of Appeals - Board of Health Planning Board - Conservation Commission - Building Department
TOWN OF NORTH ANDOVER
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
DATE OF COMPLIANCE:
11/10/99
This is to certify that
the individual subsurface disposal system
constructed (X) or repaired ( )
by
David Kindred
at
41 Brookview
has been installed in accordance with the provisions of Title V of the State Sanitary Code
and with the North Andover Board of Health regulations as described in the Design
Approval Site System Permit# 1067 dated 3/29/99.
The Issuance of this certificate shall not be construed as a guarantee that the system will
function satisfactorily.
Board of Health Inspector
F
Town - of" - dover
No.
0 � _ �h
°�A�0�„k dower, Mass., 7
�A DRATED PP�,`,��
BOARD OF HEALTH
Food/Kitchen
P. ERMIT T Septic System
B
'KINGINSPECTOR
THIS CERTIFIES THAT
. .. .. ..................................................... Foundation AA �� --
7
has permission to erect........................................ buildm
................................ ........
gs on ...�.0..7�` 2... .�y/....$�®o 641I�w..... � Rough tel/ �
to be occupied as N�. '� 14 MI I w f 11� vl{�d�r Chimney
�...
provided that ............ .�...... .................��/.'` .... ..... .........��......................
p t the person accepting this permit shall m every respect conform tdthe terms of the application on file in F;
this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of nal
Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit.
Final
L.PARCEL
�p � PERMIT EXPIRES IN 6 MONTHS
- LESS CONSTRUCTION START ELECTRI r�N' PEC OR
o "/ �<�
0000..' .� ................ .. ce
0000 ... 0000... .
Wol/
BUILDING INSPECTOR r
Final
OCCUPancy Permit Required t0 Occupy Building GAS INSPECTOR
Display in a Conspicuous Place on the Premises Do Not Remove Fina,
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector.
Burner
Street No.
SEE REVERSE SIDE smoke Det.
NOV - 3 - 99 WED 1 3 : t 6o F- . 01
TOWN OF NOR H ANDOVER
SEWAGE DISPOSAL SYSTEM
INSTALLATION CERTIFICATION
ION
The dLrsigned hereby cerzity 'Jaz Ihe ew,,,gt,,-Disposal Systen cousmtcmd. ; j repa!red.
by
lacatOd at
was instailed in cr,,tfomiar.ce with the North Amdover Board of Hcalth approvcd plm. System
Desigr,r ern�it Y/ dared ��� _-� with an a pproved design claw•of
gallc:hs per day, The materials used wr.e it cOntarnlftncc with those on the approved
plan:.'the system was installed in accord dncc with Lhe pr'ovision3�,-2 i.0 CiviR 15,000,i isle� snti
loe l rc5a11rions, and tt.;e 5nJ grading,agrees suhstontiaily with: tric approved �ulan• All work: is
accurately represented on the As-built
which}.;yrs been suLmirbed to the Board of I ez- th.
Scd snspcction dace: --
/ ector
P
�1 _
Finin5pe'CUiOC�date: //A3 , C.r.
ur
i�
/jam
Dam
bate, _
Marchionda LETTER OF TRANSMITTAL
& Associates, L.P.
DATE: 2 2 % JOB NO.
Engineering and ATTENTION: (/s
M� Planninq Consultants
01
TO:
Orvle 4
WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS ❑ PRINTS ❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS
❑ COPY OF LETTER ❑ CHANGE ORDER ❑
COPIES DATE NO. DESCRIPTION
/olt
THESE ARE TRASMITTED AS CHECKED BELOW:
❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL
❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION
❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US
❑ FORBIDS DUE
REMARKS:
COPY TO: ll
SIGNED: ah 4 34 rp? � '
Marchionda and Associates, L.P. Tel: (781)438-6121
62 Montvale Avenue, Suite Fax:(781)438-9654 www.marchionda.com
Stoneham, Massachusetts 02180 email: engineers@marchionda.com
AS-BUILT CHECKLIST
LOT NUMBER, STREET NAME
ASSESSORS MAP & PARCEL NUMBER
LOT LINES & LOCATION OF DWELLINGS
l� LOCATION & DEMENSIONS OF SYSTEM,
r INCLUDING RESERVE
I! TIES TO LOT LINES & DWELLING WELLS
a. FROM SEPTIC TANK
b. FROM LEACH AREA
LOCATIONS OF DEEP HOLES & PERC
TESTS
1/ ELEVATIONS OF DISPOSAL SYSTEM
j, TOP OF FDN ELEVATION
LOCATIONS OF WELLS, DRAINS, WATERCOURSES
W/IN 150' OF SYSTEM
LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE
(/ DISTANCES FROM CORNERS OF HOUSE TO CENTER OF
TANK& D-BOX
STAMP & SIGNATURE
l/ IMPERVIOUS AREAS - DRIVEWAYS, ETC.
NORTH ARROW
FINAL CONTOURS
LOCATION & ELEVATION OF BENCHMARK USED
LOCUSPLAN
i
l
�/C� _ J
�
11 L "' 00-
A"
— BOX \
1- le9
EX. D—BOX
43.4
O
"62
N E \ C pl
r � N
O� '
X. VENTitqw v,
EX. 1500 GAL, r e
SEPTIC TANK
O
B
� APPROX. LOC. OF�FND. DRAIN
A
50.3' - I
2 EXIST. FND .
4 i , 88 7 S . T. F. EI . = 128. 56 �
0. 96 Ac . ,I' 65.
r3
OF f
of
F`\O I RR WS
cl
C) U
T,E, C �c3 �\o 9
Service PQiFG XIS Vic' I Fsi ST ER G
Boxes �j �I \T Arm �4 ..V
al`s
WC S 170 00' .
BROO .t t DRIVE
Ak-
M <<8
SWING TIES
ELEVATIONS TAKEN AT TOP OF PIPE COMPONENT COR A COR B n a s
TOP OF FOUNDATION: SEE PLAN SEPTIC TANK 21.1' 52.2' (CENTER)• 12 8
PIPE @ DWELLING: 126.01D—BOX 77.8' 89.6' (CENTER) '� a
TANK IN: 125.57 END PIPE: C 76.3' 43.5' % ' s
TANK OUT: 125.364
s
END PIPE: `
D—BOX IN: 124.63 D 90.7'
D—BOX OUT: 124.46 (ALL) N.T.S. ,
ASSESSORS MAP 150 A LOT 27 r�,. — ��_�_
END PIPE C: 124.31 ,� .:
END PIPE — D: 122.71 �_""" : t."U . f/
AS—BUILT SEWAGE DISPOSAL SYSTEM PLAN
DoT 2 BROOKVIEW DRIVE MARCHIONDA & ASSOC . , L. P .
NORTH ANDOVER, MASS. ENGINEERING AND PLANNING CONSULTANTS
PREPARED FOR
BROOKVIEW COUNTRY HOMES 62 MONTVALE AVE. SUITE I
P.O. BOX 531 STONEHAM, MA. 02180
NORTH ANDOVER, MASSACHUSETTS (617) 438-6121
SCALE: I "=20' DATE: "10/22/99
- i
e
3 2 '
Fid yap , " ' �O t
i
— BOX
(,g Y/ �\
EX. D—BOX
43.4'
6 5.9O
1 ,\
N 62 0
N
C/-/ C " � N
X. VENT
N "
EX. 1500 GAL. 11
SEPTIC TANK
APPROX. LOC. OF
FND. DRAIN
13
A
50.3' - I
2 EXIST. END .
41 , 887 S E. T. E. El , - 128, 56
0. 96 Ac . 65. '
3 1 I
OF �
.1 � �"3 off I i. ClCIlLy
s
I> � o F o
Q/ n .�y� TEPS
Service PQ/F,�' X � �\. . �gigss��NALENG\i�•
Boxes /�- oaf 0 ��o� �'
Q1Q WCS� 170 . 00' y
k 1c
BROO DRIVEL
M «8
SWING TIES
ELEVATIONS TAKEN AT TOP OF PIPE COMPONENT COR A COR B to 9
TOP OF FOUNDATION: SEE PLAN12 a
SEPTIC TANK 21.1 52.2' (CENTER)
PIPE ® DWELLING: 126.01D-BOX 77.8' 89.6' (CENTER) �' 6
TANK IN: 125.57END PIPE: C 76.3' 43.5' '� ' 5
TANK OUT: 125.36END PIPE: D 90.7' 58.1' LOCUS 15 a
D-BOX IN: 124.63 1
D-BOX OUT: 124.46 (ALL) N.T.S. ,
ASSESSORS MAP 150 A LOT 27 � •-- •-"�"'
END PIPE - C: 124.31
END PIPE - D: 122.71
` .
i
AS— BUILT SEWAGE DISPOSAL SYSTEM PLAN `
LOT 2 BROOKVIEW DRIVEMARCHIONDA 8c ASSOC . , L P .
NORTH ANDOVER, MASS.
PREPARED FOR ENGINEERING AND PLANNING CONSULTANTS
BROOKVIEW COUNTRY HOMES 62 MONTVALE AVE. SUITE I
P.O. BOX 531 STONEHAM, MA. 02180
NORTH ANDOVER, MASSACHUSETTS (617) 438-6121
SCALE: 1 "=20' DATE: 10/22/99
{. - :.5 I,' tt t id•�, r E}�i aflp ;3 '.a r g }g 1r s,,..s.}}5.$! t•i a �t. r
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.
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Town of North Andover, Massachusetts
Form No.3
' rt
MORTh BOARD OF HEALTH
a1+
r F — 19
et a t'' �`s.-± ,, ,;�,o+«ar•�`�,f'"'♦ _
•9SSACHUSEt� DISPOSAL WORKS CONSTRUCTION PERMIT +
y Applicant
t rfi ¢ NAME
ADDRESS TELEPHONE
i
Site Location
j`
Permission is hereby granted to Construct- or Repair ( ) an Individual Soil Absorption
air
Sewage Disposal System as shown on the Design
t
g Approval S.S. No. /D!o
r o
ijo
r t as a E+
}1 Ff CHAIRMAN,BOARD OF HEALTH
Fee
D.W.C. No.
—
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` rtx77�f✓c 4 E� d3 "`� _. :, s t i �jt,,� r r ui `d. 77 �° :' i - ..
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APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: 7 CURRENT INSTALLER'S LICENSE#
LOCATION:
LICENSED INSTA R:
SIGNATURE: TELEPHONE#
CHECK ONE:
REPAIR: NEW CONSTRUCTION: c/
IF NEW CONSTU CTION, PLEASE ATTACH FOUNDATION AS-BUILT.
Administrative Use Only
$75.00 Fee Attached? Yes No
Foundation As-Built? Yes No
Floor Plans? Yes No
ApprovalDate:
OF HEALTH
SEP 2 71999 u
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Methuen Mm 018"—0237
Sus 682—6028
Fox(508)686—3861
Dt9 4 DCS PME RAKES
BUILT OUT
b
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b
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---------------------
I-FFT ELEVATION RIGPT ELEVATION '------------
MALE* KMDRED
DRAWNO i Q=4
PAGE Sim m.EvATioNs
SCALE; VB`•f
DATE
s
Kellcway Drafting Service
i 7-t(f X 5-5' 3'LkJht aW V-dg—All h btable�eo,,..hrl y,prov,d.d,m P.O.Box 237
ALL WMCOWS S"m8 of roc W thm.tgh4 ts►Pacae Or the Methuen Ma.01844-0231
M THiB ROOM ; 8�� I ^�O"�OreFWI NA o1 roetvhad my d the
Bus.(508)682-6028
4.Nml and aahoy. /FYII bs A entam of 3 rem de& Fax 508)686-3861
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j I340L10AZ 34CUOB3
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M _ STEF n
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FRs ms FOR DCG WALL J __. I ry OL _
ST R.00R ONLY t1L.1 FRAME FOR 2C6 WALL
1.4T FLOOR ONLY
0
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KITCHEN r _
4'-43f'
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1.-- PAGE= 4
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Kelloway Drafting Service
PA.Box 231
Methuen Ma 01844-0231
Bus.008)682-6028
Fax (508)686-3861
10'-Y 4'-0' 6'-10•
4'-10• 3_g• 4-10• S-8' _Oh• 88'-74'i5
I-5• 2 5 S-5 7-W
7--C cq L I b
a
'ti a BEDROOM �
b,
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5-0'SLEW 5 SLDNG b
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OPEN 7-tYi' 7-0' 1p
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NANDRAL ti
0 5 4 -1 4-9' -I 4-9'. io A• 3'-8'X 4'-r
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S-6' G 0• 5-0' 7-9' 4'-3. 14'-0' 4'-3• 7-9•
F>zaw1NG m cL 219-AAGE* 5
135 , 30 '
WE HEREBY CERTIFY THAT WE HAVE EXAMINED Q
THE PREMISES AND THAT ALL APPARENT
EASEMENTS AND ENCROACHMENTS ARE LOCATED V O
AS SHOWN. THE STRUCTURE SHOWN CONFORMS 9 ,
TO THE ZONING LAWS OF THE MUNICIPALITY
WHEN CONSTRUCTED. ALSO, ACCORDING TO THE
F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP,
COMMUNITY PANNEL NO. 250098 0009 C
DATED 6/2/93 , THE STRUCTURE IS NOT LOCATED
IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE.
THIS PLAN IS INTENDED FOR ZONING
PURPOSES ONLY. IT WAS PREPARED
FROM EXISTING PLANS AND RECORDS
WITH THE STRUCTURES SHOWN LOCATED
BY AN INSTRUMENT SURVEY. THIS PLAN
SHOULD NOT BE USED FOR PROPERTY
LINE DETERMINATION.
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41 887 S. F.
0. 96 A c .
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EXIST. FN D .
TT� E1 . = 128 . 56
6 5.7'
OF 1144,
STEPHEN M.
3 A MELESCIUC
No. 39049
s
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T. 'SU \j -�
Iry
IN
170 - 00
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de.
(DKVIEW DRIVE
CERTIFIED PLOT PLAN
LOT 2 BROOKVIEW DRIVE
MARCH ONDA & ASSOC , , L. P .
NORTH ANDOVER, MASS.
ENGINEERING AND PLAN NINGFCONSt.L-, -AYNTS „
PREPARED FOR dANDMER/
.,� �. -a�:FiLz9•i1
BROOKVIEW COUNTRY HOMES 62 MONTVALE AVE. SUITE I -�
P.O. BOX 531 STONEHAM, MA. 02180
271999
NORTH ANDOVER, MASSACHUSETTS (617) 438-6121
SCALE: I "=20' Dy�fE-:---8-XF12/99
-
;_ -------------- Xelloway DraftinQService
,AP.O-Roy 937
2' 6' 3'-8" 3'-8" S-8" 2'-6'
-;rye
Methuen Ma. 01844 — 0237
t
Bus. 508 682 — 6028
Fax 508 686 - 3861
CIA
7-10"X 5-5'
ALL WINDOWS
tN THIS ROOM i -
GENERAL NOTES=
116
'a L Smoke detector systems shall be Tore Ill in conformance with
1340L14JA Detectors shall be located as follows=
A minimum of one per floor and basement,one per each 100 sq,fir
or part thereof, One shall be located outside of each separate
sleeping area and/or near the base of,but not within,each stahuay.
is-ill 4'-2" 3'-0" 2'-6" 6'-0" 6'-0' C3401,I49
STEP 2.Ventilation'Kitchen and bathrooms shall have mechanical venting
DOWN "tams that provide 20 cfm/occupant.Bathrooms with a window ich
_ oo opens dtactly to outside air,no mechanical ventilation shall
es
G 7-10" 3'-5' 5'-9��t' S-5" be necsary CTable 3401-2,3401.5,111
7 Ir
^ n 3.Light and ventilattom Ail habitable rooms shall be provided with
F9 ZAME FOR 2X6 WALL aggregate glazing area of not Ices than ekkht ercent of the
ob
l T FLOOR ONLY floor area of such room. One-half(1/2)of the requVed area of the
glazing shall be openabie.
CD
C3 I 1 4.Hall and eta"wldthe shall be a minimum of 3 feet clear
2X
FRAME FOR b WALLJ Ir HandraU m project no more than 3 V2° into thererequired width
IST FLOOR ONLY n STUDY �j I34OLiOA2, 301 83 q
C) ®® O o
--- -- — - - - - - ----- .... -- ---- - EATiNG AREA
KITCHEN
FAMILY ROOM " "
4-a $-o L �O - - - — —
o
L' - - — — — — — — — — — — — — _ _ — - - - - - - - - - - - -
— —
- - - - - - - - _-- - - 3'-0" 4'-0" - - - - - - - - - - - - -
5-2X10 BEAM 5-2XiO BEAM=�
I I
CV
II LIVING ROOM
I "
DINING ROOM a 14'-14'4" 1
caI I `N
°O II
FOYER
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14'-0" 14'-0' - 14'-0' NAME: KINDRED
S� DRAWING # CL224
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DATE: 11/21/9
Kelloway Draftinq Service
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Bus. 508 682 — 6028
:. Fax 508 686 — 3861
10'-2" 4'-0" 8 T-6" 4'-6" 4'-8" '-0�4" g'-7�'4" 5'-6"
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NAME: KINDRED
DRAWING 4 CL224
SECOND P0 PAGE: 2ND 1=LOOR
SCALE: 3/16 21
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DATE: 11/21/
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135 , 30' - '
WE HEREBY CERTIFY THAT WE HAVE EXAMINED 9
THE PREMISES AND THAT ALL APPARENT
EASEMENTS AND ENCROACHMENTS ARE LOCATED O
AS SHOWN. THE STRUCTURE SHOWN CONFORMS 9 s
TO THE ZONING LAWS OF THE MUNICIPALITY .
WHEN CONSTRUCTED. ALSO, ACCORDING TO THE \
F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, 1
COMMUNITY PANNEL NO. 250098 0009 C
DATED 6/2/93 , THE STRUCTURE IS NOT LOCATED
IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE.
THIS PLAN IS INTENDED FOR ZONING
PURPOSES ONLY. IT WAS PREPARED
FROM EXISTING PLANS AND RECORDS
WITH THE STRUCTURES SHOWN LOCATED
BY AN INSTRUMENT SURVEY. THIS PLAN
SHOULD NOT BE USED FOR PROPERTY
LINE DETERMINATION.
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STEPHEN M.
3 � MELESCIUC �
A\ No. 39049
�:, 90"ESS\o
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OKVIEW DRIVE
CERTIFIED PLOT PLAN
LOT 2 BROOKVIEW DRIVE TCiJNOFNQRTH�F�l11PAE CH ONDA & ASSOC . ,
NORTH ANDOVER MASS. e�oaRQOF� �.1L� P
' ENGINEERING AND PLANNING CONSULTANTS
PREPARED FOR 1In1()QQ
BROOKVIEW COUNTRY HOMES 62 MONTVALE AVE. SUITE I
P.O. BOX 531 STONEHAM, MA. 02180
NORTH ANDOVER, MASSACHUSETTS (617) 438-6121
SCALE: 1 "=20' DATE: 8/12/99
135 30 ' - ' 00
WE HEREBY CERTIFY THAT WE HAVE EXAMINED Q
THE PREMISES AND THAT ALL APPARENT
EASEMENTS AND ENCROACHMENTS ARE LOCATED 0,919 AS SHOWN. THE STRUCTURE SHOWN CONFORMS 9 s
TO THE ZONING LAWS OF THE MUNICIPALITY
WHEN CONSTRUCTED. ALSO, ACCORDING TO THE
F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, 1
COMMUNITY PANNEL NO. 250098 0009 C
DATED 6/2/93 , THE STRUCTURE IS NOT LOCATED
IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE.
THIS PLAN IS INTENDED FOR ZONING
PURPOSES ONLY. IT WAS PREPARED
FROM EXISTING PLANS AND RECORDS
WITH THE STRUCTURES SHOWN LOCATED
BY AN INSTRUMENT SURVEY. THIS PLAN
SHOULD NOT BE USED FOR PROPERTY
LINE DETERMINATION.
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50.3'
EXIST. END .
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®�ljl�;:�P'JN OF
STEPHEN M.
3 j MELESCIUC
No. 39049
FESS�O �Q
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ND'SU �Ey
WIN
170 . 00
lVF
OKVIEW DR
CERTIFIED PLOT PLAN
LOT 2 BROOKVIEW DRIVE c�No :voRr�a �a'' */ '
1 c,r RD jH�IARCHIONDA & ASSOC , LP
NORTH ANDOVER MASS. ENGINEERING AND PLANNING CONSULTANTS
PREPARED FOR ,� 7n- -Q7
BROOKVIEW COUNTRY HOMES 62 MONTVALE AVE. SUITE I
P.O. BOX 531 STONEHAM, MA. 02180
NORTH ANDOVER, MASSACHUSETTS (617) 438-6121
SCALE: I "=20' DATE: 8/12/99
: Town of North Andover, Massachusetts Form No.2
. f MORTq BOARD OF HEALTH
9
• ,y�b,,r.o•,...�, DESIGN APPROVAL FOR
ss"C"USE` SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
•
Applicant- /�! JC.7�.��; Test No.
Site Location Zl07- cR �[ �U��u�
Reference Plans and Specs. IYW-0-1416 Ud /��,A?
• ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
CHAIRMANBOkRD OF HEALTH
FeeSite System Permit No. 164111
I
Marchionda LETTER OF TRANSMITTAL
& Associates, L.P.
IMMI
DATE: 8-13-1999 JOB NO. 351-22
Engineering and
Planning Consultants ATTENTION: Sandy/Susan
TO: North Andover BOH RE: Lot 2 Brookview Drive, Brookview Country Homes Inc.
27 Charles St.
North Andover,MA 01845
I
WE ARE SENDING YOU ® ATTACHED ❑ UNDER SEPARATE VIA THE FOLLOWING ITEMS:
❑ SHOP DRAWINGS ❑ PRINTS ® PLANS ❑ SAMPLES ❑ SPECIFICATIONS
❑ COPY OF LETTER ❑ CHANGE ORDER ❑
COPIES DATE NO. DESCRIPTION
2 8/12/99 1 Lot 2 Brookview Drive Foundation Certification(1"=20')
THESE ARE TRASMITTED AS CHECKED BELOW:
❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL
® FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION
❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS
❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US
❑ FORBIDS DUE
REMARKS: IF YOU HAVE ANY QUESTIONS PLEASE CALL.
COPY TO:
Dave Kindred,Brookview Contry Homes SIGNED: WLO FaLCw
Marchionda and Associates, L.P. Tel:(781)438-6121
62 Montvale Avenue, Suite Fax:(781)438-9654 WWW.marchionda.com
Stoneham, Massachusetts 02180 email: engineers@marchionda.com
i
Town of North Andover of NORTH
, ,,eo �4,
OFFICE OF 3� �< OL
COMMUNITY DEVELOPMENT AND SERVICES
' O A
f #
27 Charles Street
WILLIAM J. SCOTT North Andover, Massachusetts 01845 .1 'SACHus�t�y
Director
(978)688-9531 Fax(978)688-9542
April 20, 1999
Mr. Mike Rosati
Marchionda&Associates
62 Montvale Ave., Suite 1
Stoneham, MA 02180
Re: Brookview Estates
Cluster Lot #2
N. Andover, MA 01845
Dear Mr. Rosati:
This is to inform you that the proposed septic plans for the site referenced above have
been approved for the 5 bedroom house.
If you have any questions, please do not hesitate to can the Board of Health Office at the
number below.
Sincerely,
Sandra Starr, R.S.
Health Administrator
S S/sc
cc: Dave Kindred
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
' FORM 11 - SOIL EVALUATOR FORM
Page 1
Date �� (D
Commonwealth Of Massachusetts
Vic.. 6.a.0ove.2 , Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By Mn rz�ia►�tiaa, b.ss.cy� t- �-
Witnessed By
Location address or �� Owner's Name Vtoy l Q
Lot# Address and ?.0
CI U S�� Z- Telephone#
�a. Q.rIDLa�/CiZ, �'tA
a2
New Construction 0 Repair ❑
Office Review
Published Soil Survey Available: No ❑ Yes'
Year Published Publication Scale I=iil,41'Soil Map Unit CG G
Drainage Class - Soil limitations L&M-4a S i crAE S
Wait EVz&1+lei
Surficial Geologic Report Available: No ❑ Yes ❑
Year Published Publication Scale Soil Map Unit
Geologic Material (Map Unit) —
Landform
Flood Insurance Rate Map:
Above.500 year flood boundary No ❑ Yes g
Within 500 year flood boundary No ;q Yes ❑
Above 100 year flood boundary No ❑ Yes
Wetland Area:
National Wetland inventory Mao (map unit) —'
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS): Month:
Range: Above Normal Normal ❑ Below Normal ❑
Other References Reviewed:
FORM I I - SOIL EVALUATOR FORM
Page 2
Date....
On-site Review
Deep Hole Number A2- Date: 4 WraTime: 9.00 W-k Weather: 1-ca.cZ
Location(identify on site plan) G' U 5'T''- �-0T Z
Land Use: t,-Woo 0 S Slope (%)3-6 Surface Stones %4eS 1 a%
Vegetation: W o 0 D S
Landform: 1Cp.r-�E "TGct-rZ,�.L
Position on landscape (Sketch on back) SES. As$O►�s
Distances from:
Open Water Body I-LO Feet Drainage way AIA. feet
Possible Wet Area CLO Feet Property Line t4j1% feet
Drinking Water Well'i41= Feet Other
DEEP OBSERVATION HOLE LOG
Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other
Surface (USDA) (Munsell) (Structure, Stones,boulders,
(inches) Consistency,% Gravel)
Z Sf p
� •c—
�� -LISi rZ.- � (� � G1ZQ41Jl.fi=2.-
S,a..7D
4Z aa GZ Gi�EAJ 10 Sy G/3 @ 5511 Goosc � -
Gaa✓�sC� �• `'� �8 �5oft� LGv2s5 tv o�A
Parent Material(geologic) s'4" � Depth of Bedrock 7 120
Depth to Groundwater: Standing Water in Hole: HOZ Weeping from Pit Face: 1yz�t
JS
Estimated Seasonal High Ground Water:
FORM 11 - SOIL EVALUATOR FORM
Page 3
Determination for Seasonal High Water Table
❑ Depth observed standing in observation hole inches
❑ Depth weeping frons side of observation hole inches
14 Depth to soil mottles — SS inches
❑ Ground water adjustment feet
Index�1Te11 Numb Reading Date Index well level
Adjustment factor Adjusted ground water level
DeUth of Naturally occurring Pervious Material
Does at least four feet of naturally occurring material exist in all areas observed
throughout the area proposed for the soil absorption material? Ne S
If not,what is the depth of naturally occurring pervious material? �4p.
Certification
I certify that on t t l'1cA. (date) I have passed the examination approved by
the departiiient of Environmental Protection and that the above analysis was
performed by me consistent with the required training, expertise and experience
described in 310 CMR 13.017.
Signatil r Date (./,E-
FORM 11 - SOIL EVALUATOR FORM
Page 1
Date �D
Commonwealth Of Massachusetts
��• �co�EQ, , Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By
Witnessed By �ci�'c�- J • �,�s�s- 1
Locatlonaddressor �.car�IG yi�(�� ;1j,;�C� Owners Name 7ityv\V.�
Lot# Address and
Telephone#
11a. �.r1Da:l�sz� t-1A
e2�Q
New Construction El Repair ❑
Office Review
Published Soil Survey Available: No ❑ Yes)1
Year Published la-1 Publication Scale Soil Map Unit GG G
Drainage Class Soil limitations L&m-4o 5,i or-kE S
wait CV'&1.-4tp
Surficial Geologic Report Available: No ❑ Yes ❑
Year Published Publication Scale Soil Map Unit
Geologic Material(Map Unit) —
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑ Yes N
Within 500 year flood boundary No It Yes ❑
Above 100 year flood boundary No ❑ Yes I
Wetland Area:
National Wetland inventory Mao (map unit)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS): Month:
Range: Above Normal Normal ❑ Below Normal ❑
= Other References Reviewed:
FORM I I - SOIL EVALUATOR FORM
Page 2
Date....
On-site Review
Deep Hole Number CZE Date: 4 W Time: 9:00 W-A Weather: FA%q—
Location(identify on site plan) L�o�ulJF1iV noc/•el L �,?' �
Land Use: 1+-300 0 S Slope (%)3-8 Surface Stones DIGS 1 a%
Vegetation: W o o S
Landform: 1G4r-�E "TGtt-�2A-L L
Position on landscape (Sketch on back) S61:. �E�+►-�+ �s$p�� s w� '��a�S
Distances from:
Open Water Body 11-0 Feet Drainage way 'AIA. feet
Possible Wet Area 110 Feet Property Line t4l N feet
Drinking Water Welly 4W Feet Other
DEEP OBSERVATION HOLE LOG
Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other
Surface (USDA) (Munsell) (Structure, Stones,boulders,
(inches) Consistency,%Gravel)
�vE Z's r� �loG baps�: , G�2ANJ �2
4 z -2lv2
G - 2� tv�. alp
a //Z' G wt/c. SntiD v�t rL
�sye s/8
5�,�D
Parent Material(geologic) Depth of Bedrock 7 //2
Depth to Groundwater: Standing Water in Hole: //-_Weeping from Pit Face: ��2�
Estimated Seasonal High Ground Nater:
Sof "
FORM 11 - SOIL EVALUATOR FORM
Page 3
Determination for Seasonal Hili Watetf Tabre
❑ Depth observed standing in observation hole - inches
❑ Depth weeping from side of observation hole inches
'Depth to soil mottles � inches
❑ Ground water adjustment feet
Index IVell Number Reading Date Index well level
Adjustlllent factor Adjusted ground water level
I�
Depth of Naturally occurring Pervious Material
Does at least four feet of naturally occurring material exist in all areas observed
throughout the area proposed for the soil absorption material? Ne S
If not,what is the depth of naturally occurring pervious material? �-k x
Certification
I certify that on 1 t 1fl'�4, (date) I have passed the examination approved by
the department of.Environmental Protection and that the above analysis was
performed by me consistent with the required training, expertise and experience,
described in 310 C'NIR 13.017.
Si;natisr Date
I
FORM 12 - PERCOLATION TEST
COMMONWEALTH OF MASSACHUSETTS
IVV, f{.cW0VC-_AZ7 Massachusetts
Percolation Test
Date: ...... Time: ......./.-.d...0........
Observation Hole # R 2 Az - 2
Depth of Perc 70 70
Start Pre-soak
End Pre-soak
Time at 12"
Time at 9
eV)n11AJ
Time at 6" &/A/
Time (9"-6")
Rate Min./Inch 2 M 9 o/yN 2µ,^S A
Site Passed Site Failed ❑
................................................................................................................................................................
Performed By: AS C - /" ' EG v/�S�i/ -�o�G E✓!� �
Witnessed By: c5, c5 T� — i✓.¢. Bo,0Ae0 or- I"l 'lrl
Comments: .............................................................................................................................................................................................................................
I
SEPTIC PLAN SUBMITTAL FORM
1� ES $125.00/Plan _
E� $ 60.00/Plan
vl� INCLUDED: NO
.,
*If you want your plans expedited, please submit four plans and included a stamped
envelope with the correct amount of postage to mail plans to Port Engineering.
When the submission is all in place, route to the Health Secretary.
' SEPTIC PLAN SUBMITTAL FORM
LOCATION: ` "g-
NEW
2NEW PLANS: YES $125.00/Plan
REVISED PLANS: YES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: eol NO
DATE:
DESIGN ENGINEER: Ci _� I— SOC.
DATE TO CONSULTANT:
*If you want your plans expedited, please submit four plans and included a stamped
envelope with the correct amount of postage to mail plans to Port Engineering.
When the submission is all in place, route to the Health Secretary.
Town of North Andover, Massachusetts Form No.2
o� MO RTM, BOARD OF HEALTH
1
57 19
o w
9
• •^� O*i
• b,,,;; DESIGN APPROVAL FOR
,SSACHUSEt� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant Aax �-. Test No.
: Site Location (-DT a
Reference Plans and Specs. — 7 9
ENGIN E DESIGN DA E
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
CHAIRMAN,BOARD OF HEALTH
Fee�y Site System Permit No.��
Town of North Andover t NORTH 1
OFFICE OF �a°•'" "•��
COMMUNITY DEVELOPMENT AND SERVICES °
/- A
30 School Street ". ^9 •"
North Andover,Massachusetts 01845 �9SSq�HUS�t�y
WILLIAM J. SCOTT
Director
June 18, 1997
Mike Rosati
Marchionda & Associates
62 Montvale Ave., Suite 1
Stoneham, MA 02180
RE: Brookview Circle
Dear Mike:
This letter is to inform you that the proposed septic plans for Lots 2, 4, 5,
6, 7, 8, and 10 Brookview Circle have been approved.
If you have any questions, please do not hesitate to call the Board of
Health office at the number below.
Sincerely,
Sandra Starr, R.S.
Health Administrator
cc: Wm. Scott, Dir. CD&S
File
Dave Kindred
CONSF.R VA77ON FRR-9510 HFAL,TH.699-9540 688-9535.
Apr-14-99 06: 24P Paul D. Tuvbide, PE/PLS 508-465-0313 P.02
1
April 12, 1999
Sandra Starr
North Andover Board of Health Administrator
Office of Community Development and Services
120 Main Street
North Andover, MA 01845
RE: Title V second review for Lot 2 Brookview Circle
Dear Sandra,
This plan is a redesign of an approved design for new construction to allow 5 bedrooms
instead of 4. We have reviewed this revision only with respect to the change of adding
one bedroom to the design.
I find that the redesign to add a bedroom adequately addresses the regulations.
If you have any questions or comments please feel free to contact us.
i
Sincerely
Carlton A. Brown,PE/PLS
PORT
ENGINEERING,
Civil Engineers&
Land Surveyors
One Harris Street
Newburvport,MA
01950
(978)465-8594
May 30, 1997
Marchionda Associates
62 Montvale Ave.
Suite#I
Stoneham, MA 02180
Re: Lot#2 Brookview Circle
To Whom it May Concern:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
If new plans satisfactorily addressing all the following issues are submitted to the Health
Department by 61/ Z , then approval for the plans should be given by
(.,I," Only 2 copies of plans submitted. (N.A. 6.01)
, L' Only 1 deep hole in system; 2 required. (3 10 CMR 15.102(2))
+..�Elevations of perc tests;missing. (N.A. 6.02j)
�,, .. Need manhole within 6 inches of grade. (310 CMR 15.228(2))
(_,,,R 'Reserve not 4 s from primary. (N.A. 2.23)
Vent on lines missing. (310 CMR 15.251)
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely,
Sandra Starr, R.S.
Health Administrator
SS/cjp
cc: David Kindred
Y Marcoi da
Associates, L.P. LIEUMQ 0[F UDB ; RZEDU °�, L
.Engineeringand
Planning Consultants DATE'
(� .loe No.
(617)438-6121 . 2z
Fax(617)438-9654
ATTENTION _
To V�C� �
V -------- RE:
[C ntAD
WE ARE SENDING YOU Attached ❑ Under separate cover via the following items:
❑ Shop drawings Prints Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order
COPIES I DATE NO. I - DESCRIPTION
9 Jb
THESE ARE TRANSMITTED as checked below:
` ❑ For approval ❑ Approved as submitted _ ❑ Resubmit copies for approval
For your use ❑ Approved as no ❑ Submit copies for distribution
❑As requested ❑ Returned for corrections ❑ Return-* corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO SIGNED:
It enclosures are not as noted,kindly notify us at once.
SEPTIC PLAN SUBMITTALS
LOCATION:
NEW PLANS: YES $60.00/Plan
REVISED PLANS: aD $25.00/Plan �--�
DATE: 4111/?7
DESIGN ENGINEER: (—�S it
When the submission is all in place, route to the Health Secretary
Town of North Andover f „ORTN ,
OFFICE OF 3=o•t.`.o 4,�
COMMUNITY DEVELOPMENT AND SERVICES A
t -
30 School Street o ,•"
North Andover,Massachusetts 01845 `'9`°••r,° "t�5
WILLIAM J. SCOTT SSACHusE
Director May 30, 1997
Marchionda Associates
62 Montvale Ave.
Suite #1
Stoneham, MA 02180
Re: Lot #2 Brookview Circle
To Whom it May Concern:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
If new plans satisfactorily addressing all the following issues are submitted to the Health
Department by June 12, 1997, then approval for the plans should be given by June 19,
1997.
1. Only 2 copies of plans submitted. (N.A. 6.01)
2. Only 1 deep hole in system; 2 required. (3 10 CMR 15.102(2))
3. Elevations of perc tests missing. (N.A. 6.02j)
4. Need manhole within 6 inches of grade. (3 10 CMR 15.228(2))
5. Reserve not 4 feet from primary. (N.A. 2.23)
6. Vent on lines missing. (3 10 CMR 15.251)
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely,
,/
Sandra Starr, R.S.
Health Administrator
SS/cjp
cc: David Kindred
CONSERVATION 688-9530 HEALTH 6889540 PLANNING 688-9535
NORTH ANDOVER BOARD OF HEALTH
DESIGN REVIEW REPORT
DATE
FEE: PERMIT # /1j DATE RECEIVED 51,/% 7
APPLICANT -DA-VL KI,JM-Lb MAP PARCEL
ADDRESS�M3 35/ /1/./). LOT ## STREET #
ENG. 1266147-1 STREET :Ze_C Qe V1&o-) (21P-GGG
ENGINEER' S ADD./6 Ret)7`VAGE 14116 STe *j
PLAN DATE 3// /217 REV. DATE
CONDITIONS OF APPROVAL
APPROVED DISAPPROVED �1
REASONS FOR DISAPPROVAL:
1, C�AJGy COP/CS 5 Ul3r 17rC . (,41,
a. ovz,/ / DG'Ef/-1d GC /,o S Y 57e ,
3 . LLQ V/1 T/O.vs CSF f E.�c ?"E5 5 l
3/0
� . V'(:-�W7- o )O Z./,)&s 5:5 Iti(S . �a /0 c / 67-
a<s/�
i
PLAN REVIEW CHECKLIST
ADDRESS__ ll?�v v/ l / ENGINEER--Z�647//4-1,41fCIV/64)A
GENERAL
3 COPIES ' STAMP LOCUS NORTH ARROW t//
SCALE
CONTOURS_Lel--' PROFILE ll�(Sc) SECTION c� BENCHMARKk"e SOIL
PERC�ELEVATIONs WETS. DISCLAIMER WELLS & WETS
WATERSHED? A10 DRIVEWAY WATER LINE &,-' FDN DRAIN M&P
SCH40 t/ TESTS CURRENT? (/ SOIL EVAL M, �OdA7-/
SEPTIC TANK
MIN 150OG rl� . 17 INVERT DROP GARB. /6 GRINDER (2 comps +200
11L_ P )
10 ' TO FDN L/ MANHOLE ELEV GW —f ## COMPS. I GB
D-BOX
SIZE ## LINES--2,.. FIRST 2 ' LEVEL STATEMENT
INLET I a3 DOZ - OUTLET I Qg, (2" OR . 17 FT) TEE REQ'D? A/c)
LEACHING
MIN 440 GPD? RESERVE AREA Ll� 4 ' FROM PRIMARY? 2% SLOPE `S
100 ' TO WETLANDS 100 ' TO WELLS 4 ' TO S.H.GW 51 >2M/IN)
20 ' TO FND & INTRCPTR DRAINS L----400 ' TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER 6----- FILL?�15 ' )
BREAKOUT MET?
TRENCHES
MIN 440 gpd V SLOPE (min .005 or 6"/1001 ) y SIDEWALL DIST. 3X EFF.
W OR D (MIN RESERVE BETWEEN TRENCHES?Z N FILL? &,---MUST
BE 10MIN.- lzol-,�,' 4" PEA STONE? VENT?_�_ (>3 ' COVER; LINES >50 ' )
BOT + SIDE _ (Dot( X LDNG 7�L = TOT 4�� T4-0
(L x W x #) (DxLx2x##) (G/ft2)
Copyright 0 1996 by S.L. Starr
SEPTIC PLAN SUBMITTALS
LOCATION:
NEW PLANS: YES $60.00/Plan
REVISED PLANS: YES $25.00/Plan
DATE: Ij
DESIGN ENGINEER:
When the submission is all in place, route to the Health Secretary