24 HORTON STREET - BAILLIE, LINDA - ZBA (2) 24 Horton Street R-1
Linda Baillie
✓V
2
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I
Ott of �Mlem
A� Pourb of Appm,
Its
ate,
'83 09T 13 P3 �?
DECISION OF THE PETITION OF LINDA BAILLIE FOR A
VARIANCE FOR 24 HORTON STREET
CITY CLF;t' .: FFt
A hearing on this petition was held on September 21 , 1983 with the following
Board Members present: James Hacker, Chairman, Messrs., Charnas, Hopper,
Luzinski, Piemonte and Associate Members Bencal and LaBrecque. Notice of said
hearing was sent to abutters and others and notices of the hearing were properly _
published in the Salem Evening Nevis in accordance with Massachusetts General
Laws Chapter 40A.
The .petitioner has requested a Variance to allow construction of a single -family
dwelling in this R-1 district which would not conform to zoning requirements
regarding lot area, lot coverage, lot width, rear setback and front setback.
The Variance which has been requested may be granted upon a finding of the
Board that:
a: special conditions and circumstances exist which especially affect
the land, building, or structure involved and which are not generally
affecting other lands, buildings, and structures in the same district;
b. literal enforcement of the provisions of the Zoning Ordinance would
involve substantial hardship, financial or otherwise, to the petitioner;
c. desirable=relief may be granted without substantial detriment to the
public good and without nullifying or substantially derogating from
the intent of the district or the purposes of the Ordinance.
The Board. of Appeals, after considering the evidence presented at the hearing,
- and after viewing plans of the property, makes the following findings of facts
1 . Neighborhood opposition to petitioner's plan was based on fears
concerning the efficiency of the septic system to be utilized on the
premises, the potential for, increased flooding in the area caused by
the construction of the foundation for the house, and dissatisfaction
with the location of the dwelling relative to side and front lot lines;
2. .The City Engineer has determined and the Board of Health finds that
the construction of the dwelling will not create or cause a flooding
problem in the area;
3. The City Health Department has approved petitioner's plans for
a septic system;
4. The land abutting the side of the proposed dwelling which is not
sufficiently distant from the lot line according to the Zoning
Ordinance, is "open space" land owned by New England Power Company;
5• The front setback of the dwelling, at the point closest to the sidewalk,.
is not substantially less than other front setbacks in the neighborhood;
6. The land abutting the property which is "open space" is not likely to
be sold in any part to the petitioner in order that she might augment
her lot to allow conformance with zoning requirements;
J DECISION OF PETITION OF LINDA BAILLIE
FOR A VARIANCE FOR 24 HORTON ST.
page two
7. The above described conditions which affect petitioner's lot are special
to it and 'do not generally affect other lots in the area, as this lot
is one of the feta, if not the only, undersized lot in the area bordering
the "open space" property of New England Poser;
8. The construction of a single family home is the only financially
feasible use of the subject property. .
On the basis of the above findings of fact and on the evidence presented at the
public hearing, the Board. of Appeal concludes as follows:
1 . Special conditions and circumstances exist which especially affect the
the land involved and which are not generally affecting other lands
in the same district;
2. Literal enforcement. of. the provisions of the Zoning Ordinance would
.involve substantial hardship to petitioner;
3: The relief requested. may be granted without substantial detriment to the
public good and without nullifying or substantially derogating from the
intent of the district or the purposes of the Zoning Ordinance.
Therefore, the Board of Zoning Appeal by, a vote of four (4) to one (1 ) voted
to grant petitioner a Varianceto construct a single family dwellingas shown
on a plan dated June 10; 1983 and submitted to the Board.
M -
� :
Cn
Scott E. Charnas, Acting Secretary
CD
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.SPV3RO HIS D_C.3:,.9, I A's'!, SHALL BE MADE-PURSUMIT TO SECTION 17 OF T!i :'..ASS. -
GE__h%L LA: S..COBPTEI £0£, AND Si1ALL. BE FaED Pl ITHiN 20 DAYS Ari ER THE-DATE dNa
OF TUNS OECISIBN IN THE-OFFICE OF THE CITY CLERK. - - -
P:,7S O ';;ASS. CEiERAI L =:S. CHAPTER, £OB, SECTMN 11. THE VARIANCE OR SPEC:AL PERMIT - - -
fFh, �''_HEIN, SHALL NO - - EFFECT UNTI_ A COPY OF THE'.`ECt TH° CERT-: - ..
- F'i!). CF THE CI Y-b'ERi( ..— 20 DAYS tl:+\_ ELAPSED A7., f4] APPAL HAS C N FH ED.
OR IF SU,'.1 AN APPEAL "AS BEEN FILE. TPAT IT PAS BEEN D: •ISSE_D OR OEiGED IS - -
RECO'CEO IN THE_ SOUTH ESS cX REGISTRY OF DEEDS AND INDv.EO UNDER THE NAME OF THE OWNER
OF RECORD OR IS RECORDEDANDNOTED ON THE OWNER'S CERTIFICATE OF TITLE. -
BOARD OF APPEAL - -
A C( i''l OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND .THE
PLAN LEGEND ALT. INLET (TYR) - SEE SPECIAL NOTE .4 SPECIFICATIONS sH. l of I
EXISTING SURFACE CONTOUR ---- 68- - - - EXISTING SPOT EL. 67.6 r - ( SEE SPECIAL
I 24 If) ACCESS MANHOLE NOTES 5 & 6)
PROPOSED SURFACE CONTOUR 70 PROPOSED SPOT EL. 72.5 n F_ I EXTENDED Ti0 FINISH GRADE- I ! A. PIPE (TITLE 5 - REGULATION 4)
C.I. FRAME /AND COVER - F-
LOG�� LE BARON NO. R824 OR EQUAL o BUILDING TO SEPTIC TANK -4 ." CAST IRON , WATERTIGHT JOINTS,
O'r ti`7 PITCHED �4" PER FOOT OR AS SHOWN. SEPTIC TANK TO DISTRIBUTION
6"x 8" BOX -. '.. " PVC WATERTIGHT JOINTS PITCHED I " PER FOOT OR AS
L11J17A I�jAI (,LIE: INS P TION
iz �6 �ZZ h ' �• �� B I COVER PLAN VIEW SHOWN. DISTRIBUTION BOX TO LEACH AREA - 4" �PVC, WATERTIGHT.
t7ri r��l P�11-L� S --a t-( �U S _ I NO SCALE JOINTS, LAID LEVEL FOR 2' - 0" FROM DI'STRIBUTION BOX THEN PITCHED
AS SHOWN. IF LEACH FIELD OR TRENCH IS SPECIFIED, LEACHING PIPE
SHALL BE
4" (11 PERFORATED PVC' PERFORATIONS DOWN, PITCHED AS
r-i 1%AO `i A l lel. i 20 SHOWN; SEE PROFILE" & DETAILS. ALL PVC PIPE SHALL BE AS PER
r A (i��AGI (\/ I ASTM -. D3034 UNLESS SPECIFIED OTHERWISE.
ti.j r%\� �t-� � i.. 0-i•--� � /tZ.�/'��fZ�l�i DrIZVd
DETAIL • SEPTIC TANK ( I OVo GAL.) B. SEPTIC TANK ( TITLE 5 - REGULATION 6)
PG �� f'z �iG . �j� r FINISH STANDARD MFR. PRECAST REINFORCED CONCRETE CONSTRUCTION • SEE
GRADEC.I. FRAME & COVER
_ INSPECTION COVER
FULL M.H. GRADEE "DETAIL. l��e GALLON LIQUID CAPACITY, SET ON A STABLE BASE THAT
FULL MORTAR 3°MIN. IF OVER 2000 0 GAL. WILL NOT SETTLE.
trlh 1 . �d1C Z _O" BEDS (TYP.) CAPACITY
Il ,��� no �IENf + � ���I � - •
OPENATTOP-(T`rP.) C. DISTRIBUTION BOX (TITLE 5 - REGULATION 10)
INLET AND OUTLET
/ 3
1 moi`\"L ��\l^"�• �, - _ �7MAXIMUM LIQUID LEVEL F _ STANDARD MFR, PRECAST REINFORCED CONCRETE CONSTRUCTION ; SEE
�Z _ - _ _
ICT _T = ouTLET INVERT
W •DETAIL". gyp.- . OUTLET, SET LEVEL ON A STABLE BASE THAT WILL NOT
J # 1 SETTLE.
z . m
C '' o
\\ � 3 J/ / ALL JOINTS SHALL BE E D. LEACH AREA (TITLE 5 - REGULATIONS II , 12, 13 , 14 , 15 )
[r Zo ' C ' SEALED WATERTIGHT SECTION ! - !
710 m,,
(°�G fire,i5< Y w . SHALL BE CONSTRUCTED IN ACCORDANCE WITH LINES GRADES AND
a Gh i - - - — NO SCALE
D
'- DETAILS SHOWN . ALL TOP AND SUBSOILS AND OTHER UNSUITABLE
-(l PGr �Otlh kt�1�j lrirl �; \ \ ,' pGtu lO � ' >•, MATERIAL SHALL BE REMOVED AND REPLACED AS SPECIFIED ON "PLAN"
��L, �JZ.� \� \ J� ��Xt � TIHG-� _ _ --:. -. .::�. r:. :�_-.•:. r ;:.• AND `PROFILE" OR AS DIRECTED.
oo
\ TABLE OF DIMENSIONS
E. STONE ( TITLE 5 - REGULATIONS 11.7, 12,.71 13 .71 14.71 15. 5 )
m� SEPTIC TANK DIMENSION STONE USED IN LEACH AREA SHALL BE OF SIZES AND AMOUNTS SHOWN
CAPACITY (GAL.) Q B C D E F G REQ IN DETAILS , WASHED FREE OF ALL FOREIGN MATTER PRIOR TO
PLACEMENT.
� " ll ll 1111 II 1 �� ��
\ - \ \` ` \\ hE�Ay� Tr wt��� b±-( '1 STANDARD
1000 - — 10 -0 -0 4 -6 91- 5 3 -3 0 -9 1 -2
TANDARD 1000 W- 111 5 5 - I 51-811 70-81' 4-0 11-011 11-211
\ L-3� 1¢ x -20 1_pati7F SAND & GRAVEL FILL ( TITLE 5 REGULATION 2.17 )
1250 1 6
_ 8 - I 5 - -6 7 -8 4 -10 I -0 1,-6<411
V, b � 4 t �'I�. no - - 1500 10'-0" 6'-0" 5'-10" 9'- 5" 4'-0" 0'-11 " I'-2" SHALL BE COMPOSED OF HARD, DURABLE STONE AND MEDIUM TO COARSE
2FJ
2000 101-011 61-011 71-211 91-511 51-511 01-1011 1#-911 SAND FREE OF FOREIGN MATERIALS ( LOAM , CLAY SILT ' ETC.) WITH NO
�YhT�iZ - STONE OVER 6" IN ANY DIMENSION, COMPACTED IN 12 " LAYERS BY
1 � APPROVED MECHANICAL MEANS OR ALLOWED TO SETTLE, IN PLACE, FOR
TWELVE ( 12 ) MONTHS OR AS DIRECTED. FILL SHALL HAVE A PERCOLATION
�9 --2'-3„-I J DETAIL RATE OF TWO (2) MIN. PER INCH OR FASTER AFTER COMPACTION IN PLACE.
��G^� ok% ?12Avr'=L_- t7 �� 2 1 0 ? I o 6 OUTLET
IvorV i 2: 3:: , . . . . = I�6:: DISTRIBUTION
\fir, / I I
TEE4”X ;. ` 2: ! BOX SPECIAL NOTES
/?� 1- - - -I BAFFLE•- (SEE SPECIAL
(lt rnq'd.) NOTE 6)
k. 2 -3t-� PLAN NO SECTIONN0. REQDo!-!f�() I. NO CHANGE IN BUILDING USE WITHOUT PRIOR APPROVAL OF HEALTH DEPT.
VIEW SCALE ' -
2. ALL WORK ON LINES, GRADES AND DETAILS SHOWN TO BE DONE BY A
n Pj (�ill r-1G t'Gl�j _ QUALIFIED " DISPOSAL WORKS INSTALLER."
PILi."ANO/R IFINICH I URrACt
��aa��� LOAM OR tE" MINI, 3. THE CONTRACTOR SHALL NOTIFY THE PROPER INSPECTORS AND ALLOW.
`(17r--& 1 j Ic MANHOL1. _ C -PAVEMENT SUCH TIME AS IS REQUIRED FOR INSPECTIONS. \`
j - E Q�aT� T • 4. IF ALTERNATE SEPTIC TANK INLET IS USED, INLET SHALL BE EXTENDED SO
rn., v �' I Ci I �'4 BTONE +- INLET = 2�-f0"
SEE SPEC,E. •" THAT INLET TEE IS DIRECTLY BELOW /ACCESS MANHOLE.
P "(TYP.) 8�
a/gyT01%2n .
L . l-- 4 -a •-,t 5. SEPTIC TANK SHOULD BE INSPECTED ANINUALLY AND PUMPED AS REQUIRED.
-
"
" SE ONE a -I E
b .1 SEE SPEC,E � -�•+( ��
EFFECTIVE WIDTH 6. PRECAST REINFORCED CONCRETE SYSTEM COMPONENTS AS SHOWN AT LEFT
p PRECAST (REINFORCED CONCRE . A SHALL BE AS MANUFACTURED BY SHE.A CONCRETE PRODUCTS , WILMINGTON,
t� L IASEE SPECIAL NOTE 6) TABLE Of MASS. OR EQUAL.
z l� FILL OR P VEM T i
IN ET DIMENSIONS 7 THE ISSUANCE OF A PERMIT TO CONSTRUCT OR A CERTIFICATE OF COMPLIANCE
4) ?Cv > ¢ MANHOLE a j2'o IZ, o ?, �„ SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SEPTIC SYSTEM WILL
> I-u -EFFECTIVE LENGTH 'S' FUNCTION SATISFACTORILY.
Itl 0 4 w WALL AREA .I?�.S.F
o�_ 7 ' b BOTTOM AREA (4..S.F.
41 ' TOTAL AREA VO4..S.F.
I s �1 /!° 1'JG ?O G�/t2�17 b - i —� N0. PITS dF lEi
SECTION C.- C NO SCALE
DESIGN CRITERIA
111
I. TYPE OF BUILDING .�� I���C. : �arl.l�y . n.y�t�l.rt h•1� - . . - - . . . • .
�O�x�-!t'JpTI oF--j (atZGttt-1 f7
NO. OF BEDROOMS T��Q . y. . 3. NO. OF PEOPLE
� � , . . . . ... .
prJ 4. DESIGN FLOW Gj . .(,T,PGI'J 5. TOTAL DAILY FLOW . . . .Z.�I�. �? c . .-. ..
II°I( �� ht�bLlD�V a W04AL Cc�rAore 6. GARBAGE GRINDER - YES . . . . .... .
.... .. . IF YES, INCREASE
c X11 VIhN i 0 ° Ca121.�J� F}AUIID�( IF-lCa�
AREA REQ
ENT
Z SPECIALCONDITIONS
. . . ?GE .fr.I-A�- - . .s. . .i'l�Qt�ll . . . . . .- . .. ..
-
j t ` 8. DESIGN PERCOLATION RATE
t SOIL TEST DATA G% ... MINUTES PER INCH
'° s': ��✓ � �J� SGA�5 9. LEACH AREA REQ'TS -TEST BY .. .. FO(2I'lG�j IN PRESENCE OF I� kP-.Tl.h� l�IIZ 0. TOTAL LEACH AREA REQ D. FTLOCALGCODE.. .. ...ALLON BOTTOM TIT E 5.. 2��WALL.� .
�0 11. PROVIDED - TOTAL •2� --•- .ff BOTTOM --1.444. - J20
I DATE '/,� . t A`�. �_. . . PERC. RATE . . G1.P?, t'tl,tiL,/t.l-}.•.. .ID . . . . . SqSq.ft. WALL Sq. ft.
DEEP OBSERVATION HOLE Noce t?erzLoLdTta-1
,� Ir . PROPOSED SUBSURFACE
T- I - 'r"2 T�T� PI%Iz�o)¢r'It%rJ„ ° ' h �T
GRADE EL. �jyj.�J �jA-,G� Z�j.L} JT '
o� �e GRD. WATER EL. SOF °`' >i�t'Th vF �2 "� w d SEWAGE DISPOSAL SYSTEM
I�jiZtidl�jOJt
° c•°° �70((OQ'( s7 (DF-} C BOTTOM EL.
I
SOIL DESCRIPTION ly "'�r � �� � ri A
�II.L 3 644 1 2_�zt�t�lbL Z'op '' ytk�5o)►, ao °" T - --- - ---
- _ - sr• PREPARED FOR
7 2-1 3o_���r� 5 r- 1,,L. --_5. F4 rz
41
z - zo �Ih1C
" i O.(\ --�� ii ,_.- {(O�• I. �aQ-u'{i i IQ�` _ 1 �a'K/A�YI : c 1ECtp-/(•( 1�-4 �CIO�. 70. ZO C0ILL `(o+0-► n' '20�-ro► I �r Gl /l�f� o G IV � L: O}EC, US a
MAP
r SCALE: I„ : 200j0
1
SITE ' PLAN • PROFILE ..•.
- . .
DETAILS
- i I0 SCALE AS NOTED
-7 Q'rGCL H DATE REVISED4- 4O ANK
.. .. - . . . ..
2 S�
�( DESIGNED J .. ... . . . ... . .. ... . . .. . . . .. .. .. .. . .. . . ..
C f ':�
AN ��
`2 �� h��t,� ENGINEER 85 MAP K SURVEY ASSOCIATES , INC. a 94
1 // 85 MAPLE STREET, DANVERS, MA. 01923 �� � / CHECKED ...G-�.. . . . . . . .. . . .. . ..
Ez't r = 2 SURVEYOR (617) - 777 - 3050 (617) - 662 - 9659 ft.� � >a1.�'v�l REVISED . ...... . ... .. . . . . . . .. . . .. . HSA No. I r 2
I