12 CENTRAL STREET - BUILDING JACKET Fri
12 CENTRAL STREET
RECEIVED
01ilu of 5alleITC, tsar .utts i I Am"IS
Phi s19
Jug 2G iL a Pottrb of VA CITY ALEH,.r. .
rR`c�.INy CITY G�cr,i�'� VrICE
SALEM. MASS.
SALMMASS. MAY 17, 1979
DECISION ON PETITION SUBMITTED BY SALEM REDEVELOPMENT AUTHORITY & PASQUANNA
DEVELOPERS, INC., PARCEL RC-11B (B-5 DISTRICT) 20-24 CENTRAL STREET.
A hearing on this petition was held May 17, 1979 with the following members of
the Board present: James H. Boulger, Chairman; Arthur LaBrecque; Douglas Hopper;
John Nutting and Associate Member Joseph Piemonte, Notices were sent postpaid
to abutters and others and duly published in the Salem Evening News on May 3,
and May 10, 1979 in accordance with Mass. General Laws.
Geroge Vallis, Attorney for the Salem Redevelopment Authority represented the
petitioners to erect a building containing 34 dwelling units with 29 parking
spaces provided in the basement of the building and containing commercial spaces
on the ground floor (first floor) and three stories above the first floor. The
proposed use does not meet the parking requirements, density regulations, lot
coverage, and front, side and rear yard setbacks.
The Board voted unanimously to grant the variances requested with the condition
that: l.)The petitioners (owners) will arrange for additional parking as required
by the residents with the Salem Parking Garage; 2.) That the rubbish container be
located within an enclosure and kept clean.
The Board determined that granting this variance'with the restrictions noted
would be in no way detrimental to the surrounding neighborhood, and would not
derogate substantially from the intent of the Salem Zoning By-law. A literal
enforcement of the provisions of the Zoning Ordinance or By-Law would involve
substantial hardship, with special conditions not applicable to other properties
in the district.
VARIANCES GRANTED WITH RESTRICTIONS
APPEAL FRC, THIS DECISION, IF ANY, SHALL BE MADE PURSUANT TO SECTION 17 OF THE MASS.
OF
IAL LA'.'.'S, CHAPTER M. F ICE$OF BE CI U NFHHi 20 DAYS AFTER SHE DATE Or FILING
- Gr Tho C �r 011 I I THE OFFICE OF THE CITY CLERY.
f TO CENCRAL LA'.:S. CHAPTER 933. S- M.N 11. THE VA.^.'A' CR S°_C. L I'MoIAT Vmes H. Boulger, Jr9
CRA,..=„ ... SII;.LL f10TAKE EFF EL? Ui:P.L A CO'Y ..r Tae:._� CERT Chairman
flLi.iiD" LF THE CITY CLER& THAT 20 DAYS HVEL ELi,.'-S_9 °.'IND NO ;PPE:( aAS E==:1 FLED.
OR TH li, IF S':CII MI APPEAL HAS BEEN FILE, THAT 11 H;;; BEEN OIS.`-i!SaD CR DENIED IS - -
;.i.^O:D[D is THE SJUTH ESSEX REGISTRY OF DEEDS AND INDEXED UNDER THE HALE Of THE Oilt'i ER OF 3a.E.CRD OR IS RECORDED AND NOTED ON THE OWNER'S CERTIFICATE OF TITLE. - - -
BOARD OF APPEAL
A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK.
-- P VF
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;( Ivc-r)
- -- --
U
.�•6 yam' n ,AI17g
J v
CITY OFFICE
SALEM, MASS.
S S.l.NDWICF SHOP
ntrzl Street
Sz-em, `assac8usetts
Plaintff
:•s S?1PUL4PIO\ OF DISPiISSP_
12 'Honroe Road
` Salem, *iassachusetts
and
yR'_'HUR :e-BRECQUn
_ 11 Hazel Street
Salem, Massachusetts
and
DOUGLAS HOPPER .
51 Dearborn Street
Salem, Massachusetts
and
JOHP: NUTTING
j 68 Moffatt Road
is Salem, Massachusetts
and
\ JOSEPH PIENONTE j
22 CTowdis Street r -
r Salem, Massachusetts
4 as they are members and associate '
r•_emcers of tie Board of appeals,
> t dity of Sales,., Massachusetts
O v
(J ant
u
F
10 Street
C Sa iOE, �'255a Ci1US et tS
and
I
JOA .,---.._, ,
LyceuM Fes-Iaurat,t -
43 arlurch Street
+
Salem, `42-ssachusetts
1
i
and i
rROLA D PIVAnT !
it Horton Street
Salo*•, Massarlrusett
a..d
-STANLEY SetIT'•{
4 Pickering Street
Salem, "assachusetts
i
sand �
ID0 3ALD KOL:;'4Aii
328 Essex Street
;i Salem, iassachusetts
as they are members of the
'I
I$ to�r. Redevelopment e•:21op ,eat P.uthorit ,
;City of Salem, Massachusetts' i
land
!PAS01A N7
.NA DE4cLOPERS, I, C.
13 Collins. Terrace k
Lynn, )rassa-chusetts !
i� f
De fendar is
sj Now come the parties in the above-captioned matter, pursuant to 1
;Pule 41 of the _,Iassar_?�usetts Rules Of Civil Procedure, and
PP'hereby stipulate that this. action be dismissed with prejudice and
�IW1rbOiIt costs to either party.
AT=D:
{I �
C"-:A-UES NGEL:A_CT_S, d/b/a
RED+SSA2` DtdiCH SHOP ,
i
u by his attorney I
it }
t:TLL J. LUNDR G.is
Salam, F(assac;,userts 019`0
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D . L . JONES
SUBSURFACE INVESTIGATIONS INC.
SERVING NEW ENGLAND
' To___ Delulis-Bro_thers_Construction -
Date._____Aune 1
- ----------- --5-------------------.19.7 --
Address.______ 31--Co-1-1 i ns_Terrace,_ L.ynn,_ Massachusetts__ 01 02
WE HAVE COMPLETED THE FOLLOWING BORINGS FOR YOU AT.....Proposed_ Bui l di nq _Shcem,_
WITH RESULTS SHOWN BELOW. IN ACCORDANCE WITH YOUR INSTRUCTIONS, WE HAVE SENT LABELLED SAMPLES OF
THE STRATA XNCOUNTFRED - .
Holden endin instructions-------------------ADDRESS
VIA--------------------------------------------UNDER DATE OF
LOCATION PLAN SCALE v = NOT TO SCALE
tree t-.
®B-4 WB-3
® B-5
• v
O1 m T L
C c 3 0
0
N N
w m ® B-2 ® B-1 3
m X
w
Walkway-
This
wayThis drawing from driller's sketch
to show as-drilled numbering only,
not to scale
Water levels indicated in this
report are those observed when
the borings were made, or as
noted. Porosity of soil stratas , variatio s
of -rainfall , site topography, etc. may cau e
changes in these levels.
Compass Points
g1, S. Gould_
_ ..
Job No.-----1 -------00179 --_�
_
Shat I of $_________
o-r� aUdaun'rncL LXPLURATION LOCA SHEET 2 of 8
.:,TE FINISH 6-5-79 D. L. JONES PROD. No. 100179
GHT OF 'HAMMER I 300 St1tlSilEtrr'fICE Il3uEaYi^,1T!Obu; I�I�. LOCATION " Salem, Mass .
CHAPLIN CIRCLE:
_:cHT of FALL 30" 24 BOXFORD, MASSACHUSETTS 01921 LINE a STA.
GROUND.WATER OBSERVATION 617-352-3439/GOs . Line X38-7731 OFFSET
DATE TIME DEPTH
6-5-79 completion 811 CLIENT GROUND ELEVATION
DeIulis Brothers Construction HOLE No. B-1
31 Collins Terrace CASING SAMPLER CORE s,
cuPLER 0. D. " I.D. " TYPE Auger SS
�E of RIG . CME Lynn, Massachusetts 01902 2 1/2" 1 3/8"
SIZE L.D.—
SAMPLE BLOWS PER 6" DENSIT"Y PROFILE �—
��epth Type ON SAMPLER SAMPLE
Ee!ow of OR CHANGE FIELD IDENTIFICATION OF SOILS
Surfoce DEPTHS Somple From To COF!SIST. DEPTH REMARKS
0-6 6-1212-IS MOISTUR- ELEV. N0. PEN. �?
t
Fine yellow sand trace gravel and
miscellaneous fill i
I
to SS 5 1 loose 1 24 E
6'0"- 5 6 dry i
71611
gi fill I
i
Fine yellow silty sand trace clay
—IOA 17 dense -T4-24 T
1.1 n
17 1B wet" I
1310" —
t14_Q
compact Fine yellow silt and silty sand trace 3 Z4 <
16,o" 8 14 wet small clay layers
I
- i
19'0" L
-20 to SS 5 4 compact 4 24 '2-
21 '0" 8 10 wet
22'0"
241011
i
loose. Fine grey silt and silly "sand with clay b e4c-
" 5 8 wet layers
_ I
29'0"
-30 to SS 4 5 compact 6 -74-2-
31 '0" 7 9 wet
i
14 1 OR
tn
loose 7 24 12
wet
1
-40 '0" SS 1 2 7 compact 40'0"
Proportions used: trace - 0-10%, little = 10-20 /o some= 20-35 /n and= 35-50%. '
TOTAL FOOTAGE
=.:LEER Larry Knox SAM17PLE TYPE COHES!ONI-ESS DENSITY C_01',ESIVE CONSISTENCY 81 r
cLPER Charlie Shiner C = Corot W- Woshed 0-4voryioo3e 0-2 very soft Earth Boring ft
SS= 5put spoon 4-I0toosa 2-4 sol Rock Corin ft.
:,LS ENGINEER UP= Undisturbed piston 10- Ocumpact 4-8 medium 9
7:LLING INSPECTOR
TP- Test pit 30J.iUdense 6-15 stiff wHOLE N0. B-1
UT- Undisturbed thin .oll 50• very dense IS��iO�er� Stiff
SUBSURFACE EXPLORATION LOG SHEET 3 of R
O. L. JONES PROD. No, 100179
SUBSURFACE INVESTIGATIONS INC. LOCATION Salem, Mass .
HOLE NO. B-1
Depth. SAMPLE Type ON SAMPLER DENSITY PROFILE SAMPLE
OR CHANGE FIELD IDENTIFICATION OF SOILS
Below DEPTHSof From To CONSIST. DEPTH
Surface Somq 0-6 6-1212-18 MOISTUR ELEV. REMARKS NO. PEN. REC.
we Fine grey sandy clay
8 24 e
43 0
45 to SS 4 5 stiff 9 24 24
wet
49'0"
_50 to SS 3 medium Grey clay in 2a 1 -„
51 '0" 4 7 wet
541011
55 to SS 3 5 stiff 11 24
56'0" 4 6 wet
_ 60 60'0"
to SS 5 6 stiff e
6210" 5 6 wet 6210"
65_ Pushed open end AW Rod through soft clay
with hydraulic head
No samples per client instructions
70
73 0" 7310"
to OE 31 38 wet 13 24 24
25 14
Coarse yellow sand and gravel trace
boulders
80',to OE 6 8 wet
81 '0" 81 '0"
Required depth
O.E: Open end A-rod sample
1c auinl f5-5-J4 Juot ulcr/wL LXVLVHAi1UH LV
_ S ELT 4 of
:.TE FINISH 6-5-79 Q. L. JONS PRO:. No.100179
'7 SUBSUME IISULSTNATICINS IIIC.
_ ,HT OF HAMME {4 300 LOCATION
CHAPLIN CIRCLt Salem, Mass.
EIGHT OF FALL 30" 2a" BOXFORD, I.1ASSACHUSETTS 01921 LINE a STA.
GROUND.WATER OBSERVATION 617-352-8439/Bos. Line 438-7731 OFFSET
DATE TIME DEPTH CLIENT GROUND ELEVATION
f,-r,-79 completion $
11
DeIulis Brothers Construction HOLE NO. B-2
'!v:PLER O. D. 2" LD, 1 3/8" 31 Collins Terrace CASING SAMPLER CORE Es
Lynn, Massachusetts 01904 TYPE Auger SS
"Or OF RIG CME SIZE I.D. 2 l/2" 1 3/8"
SAMPLE BLOWS PER G"
^epth Type ON SAMPLER DENSITY PROFILE
SAMPLE
Below of OR CHANE FIELD IDENTIFICATION OF SOILS
Surface DEPTHS Somple From To CONSIST. DEPTH -
O-6 6-1212-16 MOISTURE ELEV. REMARKS NO. PEN. '
41011 Fine yellow sand and miscellaneous fill
to SS 8 10 compact l P4 r
14 dry
t
9 01,
-10 to SS 5 6 compact 10'0" 24
wet
. f
Fine yellow silt and silty sand trace
clay
14'6" 1
tol6' SS 10 19 very
8
36 dense
wet
- 20 —To— 77 dense 4 24 4
wet 2aL1D1.
f
241091
compact _ Fine yellow silty sand and silt layers 5 24
261011 wet -
271011
Fine yellow silty sand and clay layers
-30 "
compact 321011 6 24
'4910" wet
Required depth
1
-40
Proporitoos used: trace = 0-10 /o little : 10-20 /o,some=20-35`/a nnd = 35-500&
==:LEER Larry Knox _ SAMPLE TYPE COHESIONLESS DENSITY COHESIVE CONSISTENCY
TOTAL 170014E
cLPER Charlie Shiner C= Corod W= Washed 0-4 very loose 0-2 very soft Earth Boring 32'
55 = spin spoon 4-I0 loosa 2-4 Gull ,.
.'LS ENGINEER UP= Undisturbed piston 10- ')curnpact 4-8 medium Rock Coring ,
TP= Test pit 30-SOdonse 6-15 stiff
R:LLING INSPECTOR UT= Undisturbed thinvralt 504 very dense 15aOver� stiff HOLE NO. B-2
. h,,.
-- . .w� nrwnrar,vn wj SHEET 5 of R
aTE FINISH 6-7_ d. L. I0%E$ PROD. NO. 100179
�GflT OF HAMME 1 300 SU®S11t1t't'ICE ttiliES1•tClll'EC�t'iS INC. LOCATION Salem, Mass.
.!GHT OF FALL 3024CHAPLIN CIRCLE° BOXFORD, MASSACHUSETTS 01921 LINE B STA.
GROUND.WATER OBSERVATION 617-352-8439/BOs. Line 438-7731 OFFSET
DATE TIME DEPTH
6-7-7completion1000 CLIENT GROUND ELEVATION
9 __
DeIulis Brothers Construction HOLE No, B-3
CASING SAMPLER CORE E-
!.MPLER 0. D. 2" I.D. - 1 3/8" TYPE Auger SS
=E OF RIG CME SIZE LD. 2 l/2" 1 3/8"
SAMPLE BLOWS PER 6"1DENSITY PROFILE
7�epih Type ON I. R OR PROFILE
E SAh1 PLE
=elow of FIELD IDENTIFICATION OF SOILS
Surface DEPTHS Sample From To CONSIST. DEPTH ,
0-6 6-1212-18 MOISTURE �ILEV. REMARKS. NO. PEN.'=
i
i
Yellow to black sand and gravel and
410" miscellaneous fill !
to SS 9 12 compact -g
610" 10 60 moist
7'Oa i
I
i u
-10to SS 9 17 dense Fine yellow silt and. sil-ty sand 2
12'0" 18 32 wet
1
5 t SS ery 3 24 2
16'6" 28 ense = I
wet 1810"
I
-20 201011 to SS 5 10 cam ac Fine yellow silty sand with silt and
4 Z4
221011 15 18 wetp - clay layers
2'6n I
Fine grey silty sand with small clay
to SS loose layers - ' -
5 - ZzV-
27 0 ' wet
r 11 i
-30
to SS 2 3 loose
321011 5 5 wet 321011 6 24 '2-
Required depth ---
i
j
-40
Proportions used: trace = 0_-10 /o,little = 10-20 /o some 20-35 /o and= 35-50 /o
�!LLER Larry Knox SAMPLE TYPE COHES!ONLESS DENSITY COHFSi E CONSISTENCY TOTAL FOOTAGE
=LPER fharliP Shiner
C = Corod W= Washed 0-4 vory loose 0-2 very soft Earth Boring 32' !t
SS= Split spoon 4-iGloaso - 2-4 wrI Rock Corin !+
CS ENGINEER UP= Undisturbed piston !0-: )compact 4-8 medium 9
?iLLING fNSPECTOR TP= Test pit W.t'.i0dense - 8-15 stiff .HOLE N0. B-3
UT= Undisturbed thinwall 50+ very dense 15-4Over�r stiff '
♦ liar
._ .. ..... . U_r_77 ........, . .. w ,n v . ,..v.i WILL Uar O
_'TE FINISH 6-7-79 D. 1. 10F7G5 PROD. NO. 100179
=IGHT OF HAMMER 140 300 St1DSUE1€PrGE 1141a Wl{ ,'11'!�':1S 1e9C. LOCATION
CHAPLIN CIRCLE Salem, Mass.
EIGHT OF FALL 30�� 24° BOXFORD, MASSACHUSETTS 01921 LINE a STA. -
GROUND.WATER OBSERVATION . 617-352-8439/805. Line 438-7731 OFFSET
DATE TIME DEPTH
6-7-79 completion 96 CLIENT GROUND ELEVATION
DeIulis Brothers Construction HOLE NO.
11 31 Collins Terrace CASING SAMPLER CORE EA
- r1PLER O. D. 2 11 I.D. 1 3/B CME Lynn; Massachusetts 01904 TYPE Auger SS
2 1/2" 1 3/8"
"VE OF RIG SIZE I.D.
SAMPLE BLOWS PER 6" DENSITY PROFILE
^epth Topa ON SAMPLER OR CHANGE FIELD IDENTIFICATION OF SOILS SAMPLE
Swfoce Som e From To COFlSIST. CEPTH
ce:ow DEPTHS ofTo
O-6 6-1212 Ig MOISTURE ELEV. REMARKS NO. PEN. '
i
Black silt and silty sand with red brick. I
and miscellaneous fill I
f
to SS 19 35 very c
6 0 ' 8 dense
dry
90
I
_l0 5 18 dense 9'6., L
1110" 20 251 wet .
Medium to fine yellow silty sand with
silt and small clay layers-
1141011 1I 1
to SS L12 compact - 3 24 2
wet
t
19
t
r n ----- _
- 20 very e
211011 6 22 dense
wet 221011 -
2410" Fine grey silty sand with small clay
to SS f__
loose layers 5 24 2
2610" wetto S loose
-30 wet 3010"
Required depth
i
I
i
-40
_Properlions used: trace= 0-10 /o, little = 10-20 /o,-orae= 20-35"/0, and = 35-50%. '
TOTAL FOOT,.GE
=LLER Larry Knox _ SAMPLE TYPE COHES!ONLESS DENSITY C_OMESIVE CONSISTENCY
C = Cornd W= Washed 0-4 vor loose 0.2 very, soft Earth Boring 3D' f
cLPER Charlie Shiner Y
55= Sput spoon 4-I0loosa 2-4 au,f Rock Corin i'
:>LS ENGINEE.R UP= Und sturbed piston 10- Ocumpucf 4-8 madium g
TP= Test pit 30'.i0d(!nse B-!')stiff
-R:LLING INSPECTOR UT- Undisturbed thinwoll 50+ vary dense 15-- Overt stiff HOLE N0, B-4
* horn
it stem b_/_/9 SUUSUHFACE EXPLORATION LOCA SHEET 7 of8
TE FINISH PROs, No. 100179
=;GHT OF HAMMER 14 300 SUSSUE1FACE EIVISTI UATINU 1110. LOCATION Salem, Mass.
CHAPLIN CIRCLE
=1GHT OF FALL 30° 24" BDXFDRD, MASSACHUSETTS 01921 - LINE Q STA.
GROUND.WATER OBSERVATION 617-352-3439/Dos. Line 438-7731 OFFSET
DATE TIME DEPTH
6-7-7completion 8 CLIENT GROUND ELEVATION
9
DeIulis Brothers Construction HOLE NO. B-5
31 Collins Terrace CASING SAMPLER CORE E;.
:4!PLER 0. D. 11 I.D. 3 8" Auger SS
Lynn; Massachusetts 01904 TYPE
" 1/2" 1 3/8"
E OF RIG CME SIZE I.D.LD.
SAMPLE BLGYlS PER 6" DENSITY PROFILE c
�eplh Type ON SAMPLER SAMPLE
9elow of CR CHANGE FIELD IDENTIFICATION OF SOILS
Surface DEPTHS Sompz From To COhlSIST. DEPTH I
-6--616-12112-18 tAOISTUR ELEV. REMARKS N0. FE';. "
Fine yellow sand with red brick and wood
fill
i
4'D"
i
° SS 13 13 compact Fine yellow sand (clean) possible fill c
710" 14 17 dry j
81011
. o
-lo 10'to SS 15 1 very Medium to fine yellow silty sand
11 '6" 39 dense 1
wet
to SS _17-77- very 151 6 3 18 i
161611 95 dense
wet Fine yellow silt and silty sand
19,1011
-20 to SS 8 7 compact20'6"
21 '6' 11 13 wet
Fineyellow sandy clay
to SS 6 9 compact 26'0' e
27 0 ' 11 13 wet
Layers of fine grey -silty sand and grey
- clay
-30 II
to SS 4 3 loose 6 24 2
3210" 6 7 wet
351011
to SS 3 3 loose
wet 37'0"
i
Pushed open end AW rod, with hydraulic
-40 head
Proportions used: trace: 0-10%, little = 10-20%,some= 20_3_5'17/_,, and = J5-50 /o.
TOTAL FOOTAGE
?ILLER_ I arry Knnx _ SAMPLE TYPE COHES!0^1LE55 DENSITY COHESIVE CONSISTENCY "
ZLPER Charlie Shiner C= Cored W= Woshed 0-4 very loose 0-2 very. soft Earth Borin 75 6f
SS= spur spoon 4-I0100se 2-4 suit
:,LS ENGINEER UP= Undisturbed piston !0-:7Jcumpucl 4-8mzdiem Rock Coring f,
?:�LINGINSPECTOR TP Test pit 30-50dense B-15 stiff HOLE N0. B-5
UT= Undisturbed thinwall 50+ very dense 15;'5Ov � stiff
SUBSURFACE EXPLORATION LOG - SHEET 8 of 8
B. L. JUNES PROJ. NO. 100179
SUBSURFACE INVESTIGATIONS INC. LOCATION Salem, Mass.
HOLE NO. B-5
BLOWS PER 6"
Depth SAMPLE Type ON SAMPLER DENSITY PROFILE SAMPLE
Below of OR CHANGE FIELD IDENTIFICATION OF SOILS
Surface DEPTHS Some From To CONSIST. DEPTH
0-6 6-1212-18 MOISTUREELEV. REMARKS NO. PEN. REC
45
_ 50 Pushed open end AW rod with hydraulic
head
No samples per client request
55
_ 60
65
_ 70
73'6"
73'6"
75 to wet" 751611 Coarse yellow sand and gravel ?e
5 5
Required depth
OE: open end A-rod sample
_ 80