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May 9, 1983
CITY C=cR;:'S OFFICE
SA,LFi
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SPECIAL PERMIT - - - - - - -
JAMES H. KIERAN
2 ELEANOR ROAD - - -
SALEM, MASSACHUSETTS .01970
On Thursday, Apr.21,1983, the Planning Board of the City of Salem held a
public hearing regarding the application of Mr. James H. Kieran for a Special
Permit under Section P. , Wetlands and Flood Hazard Districts, of the Salem
Zoning Ordinance, with respect to the construction of a single family dwelling
and appurtenances on Lot 4, Linden Avenue Extension, Salem, MA_
At a regularly scheduled meeting of the Planning Board on May 5, 1983, the
Board voted, by a unanimous vote, to approve the application as complying
with the requirements for the issuance of the permit with the following
-- -_ conditions:
1. All work shall conform to plan entitled, ". Site Plan--Profile--Details
prepared for James H, Kieran, Jr. ," dated March 18, 1983, prepared by
Hancock Survey (HSA #1614) .
2. This order does not grant any property rights or any exclusive privileges;
it does not authorize any injury to private/public property or any invasion
of public/private rights.
I hereby certify that a copy of this decision has been filed with the City
Clerk and a copy is on file with the Planning Board.
This Special- Permit shall not take effect until a copy of the decision bearing
the certification of the City Clerk that twenty days have elapsed and no appeal.
has been filed or that if such appeal has been filed, and it has been dismissed
or denied, is recorded Y
d d in the Essex Count Registry of Deeds and is indexed
in the grantor index under the name of the owner of record or is recorded
and noted on the owner's certificate of title. The fee for recording or
registering shall be paid by the owner or applicant-
3 ,
pplicant_3 , J)cCCZc
_ Walter B. Power, III C(C
Chairman, Planning Board
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_PLAN LEGEND ALT..IINLET (TYP.) -- SEE SPECIAL NOTE 4 SPECIFICATIONS '''=OF14/ED SH. I of i
EXISTING SURFACE CONTOUR 68 EXITING SPOT EL. 67.6 6 t ( SEE SPECIAL
�► I 24" � ACCESS MANHOLE
NOTES 5 a 6 )
PROPOSED SURFACE CONTOUR 70 PROPOSED SPOT EL. 72.5 ✓ i `�� ��'" j w EXTENDED TO FINISH GRADE •83 11123
I I A. PIPE ( TITLE 5 - REGULATION 4 )
_ _j C.1 FRAME AND COVER - �-
�' �� �`��1 r7 'i '\�/� % - ��(1� t'�i�'>� -I-�-✓�1� ✓ ' I`""� z .LEBARON NO. R824 OR EQUAL +. 0 BUILDING TO SEPTIC TANK - - " CAST IROIII WATERTIGHT JOINTS ,
1
1 PITCHED � '4if PER FOOT OR AS SHOWN. SEPTIC TANK TO DISTRIBUTION
INSlE BOX - -= '� PVC , WATERTIGHT JOINTS , PITCHED Y8" PER FOOT OR AS
I N S P ELFT I O N
- - — B I PLAN VIEW SHOWN. DISTRIBUTION BOX TO LEACH AREA - 4" � PVC, WATERTIGHT
� (�d°4' t�2 t7 t,.� oc,-T,_ ✓T �� ' c(q , �G; __— - — - -' I - COVER
NO SCALE JOINTS , LAID LEVEL FOR 2' - 0" FROM DISTRIBUTION BOX THEN PITCHED
AS SHOWN. IF LEACH FIELD OR TRENCH IS SPECIFIED , LEACHING PIPE
SHALL BE 4 " PERFORATED PVC, PERFORATIONS DOWN , PITCHED AS
• �, h` I SHOWN ; SEE PROFILE a DETAILS" ALL PVC PIPE SHALL BE AS PER
-4,-,h,r>>�tz 2 �jQ- ,
q ASTM - D3034 UNLESS SPECIFIED OTHERWISE.
I -1� !/��-I �v A �•t2 - i 2� ��'►.1 1 !' �= - �V�4��%''2 �J u.4-►2 �li��
.2,-7 B. SEPTIC TANK ( TITLE 5 - REGULATION 6 )
DETAIL • SEPTIC TANK ( �2Gr� GAL.) —
I �iIk-�"1�ti"
1 - , � .r� FINISH STANDARD MFR. PRECAST REINFORCED CONCRETE CONSTRUCTION ; SEE
GRADEC_I . FRAME 5 COVER
_1f INSPECTION COVER "DETAIL. '�;O GALLON LIQUID CAPACITY, SET ON A STABLE BASE THAT
(C2i'7r� l�-4C�iiJ \
(°�� �`�� , -- FULL M.N. TO GRADE WILL NOT SETTLE .
11 M �r2 �� \\ 1.1 FULL MORTAR 3" MIN. IF OVER 2000 GAL
\� ��-0., rBEDS (TYP.) CAPACITY
:!
�. OPEN AT TOP-(TY
P.) C. DISTRIBUTION BOX ( TITLE 5 - REGULATION 10 )
�. - - -
1 INLET AND OUTLET — — —
�3Z � _ ♦MAXIMUM LIQUID LEVEL STANDARD MFR, PRECAST REINFORCED CONCRETE CONSTRUCTION SEE
/✓ ►�-t l(�120PG IPi0 ! { `i I _I" _ = OUTLET INWERT w DETAIL. nUTLET , SET LEVEL ON A STABLE BASE THAT WILL NOT
1 1►J-U►ZnLk►-� r7 �oOL -�_ -'t— SETTLE
4"(9 ' � � 2 � � � At 1 JOINTS SHALL BE ' � _
E D. LEACH AREA ( TITLE 5 REGULATIONS 11 I2 , ,13 14 , 15 )
X x / l ,✓ SEALED WATERTIGHIT SECTION 1 - - - -- - -
,�y, 1 SHALL BE CONSTRUCTED IN ACCORDANCE WITH LINES , GRADES AND
>C t �i '�=� C= I p NO SCALE DETAILS SHOWN . ALL TOP AND SUBSOILS AND OTHER UNSUITABLE
MATERIAL SHALL BE REMOVED AND REPLACED AS SPECIFIED ON "PLAN"
' �� - " � '` • AND "PROFILE" OR AS DIRECTED .
i
TABLE (OF DIMENSIONS
- E. STONE ( TITLE 5 - REGULATIONS 11.7, 12.71 13 .71 14.7, 15. 5 )
V " SEPTIC TANK DIMENSION STONE USED IN LEACH AREA SHALL BE OF SIZES AND AMOUNTS SHOWN
REQ D. IN DETAILS , WASHED FREE OF ALL FOREIGN MATTER PRIOR TO
CAPACITY (GAL.) A B C D E F G
I � - - _ _ PLACEMENT
�� u u n n 1� n i o o
a,% J � �i ���-� ' • � \� ' -�7 LEDGE 1000 10 -0 6�' -0 41 - 6� } 91- 5it 31- 3't 0 9 I 1 -2 E� -
,� 12 �o+-�� I \ � STANDARD 1000 8 - I 11 5 - I It 5 -8 17 - 8 4 - 0 11-011 I -2
1250 f 8 - 1 5 '- I 6'-6° 7 - 84 -10� I - 0I�-6i�� O�+G
F SAND & GRAVEL FILL ; TITLE 5 - REGULATION 2. 17 )
c� N�(112e X710.7 �i �� ' 1500 � 10;-0 6i 0��' f 5'- 10� 9�I- 5ii . 4i-O'i� O;-IIS;, I;- 2i� SHALL BE
EOFPOFOREIGN MATERIALS HARD,
DURABLE STONE AND MEDIUM TO COARSE
5 -5 - 0 -10 I -9 STONE OVER 6 IN ANY DIMENSION ,
( LU , ` SILT , ETC.) WITH NO
20 oc to -o s -0 7 - 2 9 - 5 �,
� � 0 COMPACTED IN 12 LAYERS BY
17 ; ��'_ . APPROVED MECHANICAL MEANS OR ALLOWED TO SETTLE , IN PLACE , FOR
9" 9" 9 ►- DETAIL TWELJE ( 12 ) MONTHS OR AS DIRECTED. FILL SHALL HAVE A PERCOLATION
i f t1�7eO/7'r'�;) r „ RATE OF TWO (2) MIN. PER INCH OR FASTER AFTER COMPACTION IN PLACE.
w
Ii- J _ 2. 3, _ 6 OUTLET
` �� �` , � '- �- �. I '�I�-rev► X00 Z :D " • _, - DISTRIBUTION
I 2'-3 — I -6 �
h1.erP5 4 X 4 2" BOX
SPECIAL NOTES
_ /� ' I � TEE '
1 ��I�AP, �,rJ«i. '" t _. �` / • I- - - -I BAFFLE (SEE SPECIAL —
Lj (if treq'd.) NOTE 6)
PLAN SECTION ��► I NO CHANGE IN BUILDING USE WITHOUT PR210R APPROVAL OF HEALTH DEPT.
u
�it2rCPO�i �7 21' 4"� NO. REQ'D. `� .�I
® f�lh.114iG7 ���� � �` I VIEW SCALE 2 ALL WORK ON LINES , GRADES AND DETAILS SHOWN TO BE DONE BY A
�� ! �' B FILL AND/OR FINISH SURFACE QUALIFIED DISPOSAL WORKS INSTALLER '
I I I -�- " 3 THE CONTRACTOR SHALL NCTIFY THE PROPER INSPECTORS AND ALLOW
LOAM OR 12 4
_ � `��J C MANH�LE , C PAVEMENT SUCH TIME AS IS REQUIRED FOR INSPECTIONS.
C7 i r rte'- It')
f r 6' P?H TO •
-"`� �4�STONE - INLETT) 2'- IC 4 IF ALTERNATE SEPTIC TANK INLET IS USED, INLET SHALL BE EXTENDED SO
IZ► � �ir'l 5' SEE SPEC E � THAT INLET TEE IS DIRECTLY BELOW ACCESS MANHOLE.
I tO 2�' (TYP.) 6
H oo I - -- , 3x4"TO 1 j2..
POt-� � • -- � ( a'- e � i I 5 SEPTIC TANK SHOULD BE INSPECTED ANNUALLY AND PUMPED AS REQUIRED.
__--
- ------
STONE - SET ON
8 PLAN SEE SPEC E 1 i
VIEW EFFECTIVEWIDTH , B - B 6 PRECAST REINFORCED CONCRETE SYSTEM COMPONENTS AS SHOWN AT LEFT
PRECAST REINFORCED CONCRETE " A " SHALL BE AS MANUFACTURED BY SHEA CONCRETE PRODUCTS , WILMINGTON,
n� ( SEE SPECIAL NOTE )
FILL OR PXVEME�IT i TABLE OF MASS. OR EQUAL .
4-Oo2 , _ INLET DIMENSIONS 7 THE ISSUANCE OF A PERMIT TO CONSTRUCT OR A CERTIFICATE OF COMPLIANCE
C-AA''E ?9t�l.�l/i4- MANHOLE
wZ' - -� I l4 �O Z� ..! FUNCTION SATISFACTORILY.
t'l �N/Ay ( 'j�iP, l T �� u EFFECTIVE kNGTI� 'B SHALLOW _
l.#�G A` WALL AREA ZZG� S F
r - 7 8 BOTTOM AREA L 2L}' S F i 1� .J+G'► t - -4:-4. �;� h_Y� isCi _F lic r-►r2 l t 0
C7 W� -_ :.. e. _I -� LEACH I fy - J T u4 + Ia��
TOTAL AREA ��A- S.F PIT �i1� �GT< 1-i it G� .�� ��11rL 1-1 ��.i-5 F 2 -r
SECTION C - C NO PITS ��VO(Zj NO ALEt'tI�hI��J r
J �° �=- ti- �1� �L- ►=� >✓f�l�% � DESIGN CRITERIA
.f-.
• �►' r � ,J � V � C�t"L �-("Lk�12-T ?�-, �rt'7('._�} 1� 1���'�vr7 ���T, tCo, I�gl I. TYP_ OF BUILDING �?.: .�--1�=:' -.r . . '�.�.�. 1.i.L�/. . .1�\Y.►GLI�I ►�-4. ,a .
2. NO. OF BEDROOMS Q".. . . . 3. NO. OF PEOPLE
_>, ����A�IOI~-j'�7 G� �'��►-� MQ �-' 11.1 4. DESIGN FLOW '.��'� . ►.Pl�(�i' - . 5. TOTAL DAILY FLOW . ' •kL ,
III=Irl��►T- 1,, - r - •
1 6-10-L 4- =a.
� o y r7M J I ''f1 6 GARBAGE GRINDER - YES NO IF YES , INCREASE
�.-O L H 6I,1� ��C'kG r�t.�Gn A �Z. �Op��C-j AREA REQUIREMENT
�, A- �� 7 SPECIAL CONDITIONS
(�
v-, r2 ��� I ► �� t3 DESIGN PERCOLATION RATE MINUTES PER INCH
� �rz>✓�. E T���1-,� SOIL TEST DATA
\ FIP"r7 I'L .,d. IL
9 LEACH AREA REQ'TS - SQ. FT. PER GALLON - BOTTOM 1 ,4- WALL
TEST BY Ei.�7.'(!>\�I1.1�' }.1`7j . IN PRESENCE OF I'I �?.r!�-± - - A, . 10. TOTAL LEACH AREA REQ'D. - LOCAL CODE Sq.ft - TITLE 5. . ` - . .Sq. ft.
DATE fir' �?C�P1 b( FERC. RATE G� f-�1�►.-1 / I_L.,J .,. -CP-�1-� II. PROVIDED - TOTAL " .Sq.ft. - BOTTOM Sq. ft. - WALL -.•-� Sq t
DEEP OBSERVATION HOLE L�G�h
_`- = PROPOSED SUBSURFACE
GRADE EL 3>
=° �• SEWAGE DISPOSAL SYSTEM
GRD. WATER E L. I-tc►-�� ►�-;�-�1 0 "�� < ��s , ,,;
BOTTOM EL. ._ 2S.C� !' rte' �i�.� 4 (o►�rJ
P'>bf�r'i-1 Pte►--4 �t�, �i 2,�I _ � � �
SOIL DESCRIPTION
T
* t 1_�►-�: _�_�t _�y�i� ;- `T`- .�i� GI-1�.`� - -- �'f�tv hn_-
�
jilt ` � - -- f / -N�Av� �"'x 4 t2� `� 1�.�"' '�-_ , _ _►--4 c' - , dos
PREPARED FOR
-r-A .
- -- {..- � J _,�1?D__ 4_t4t�-Z G.��! -- LOCUS MAP
--- ---- SITE: PLAN • PROFILE • DETAILS
SCALE : , � ZGY�'
t r•-, (✓ `dG > " �..1 =- +r'1. '1_ 4 _L_ . ' _� L02,52IZO" <iL��-d►-�
q � _ - ---- -- ---- ---- - . --.� SCALE AS NOTED
� O � � fknc��t'I r'�� r-'t AXI M U►r� (�,2D�t•..�'� -.-�_k��', ' r'L'��t��-t -_ .��� =
A.F. '^ DATE .. LCA-Y'LDX'� i REVISED
No.31185
ENGINEER HANCOCK SURVEY ASSOCIATES , INC. �o�G�s�EPa�, DESIGNED _ - . . . .
-+^ -}4-CtZ_ 1 - ZO // 85 MAPLE STREET, DANVERS, MA. 01923 fss CHECKED
. . . . . .. . . . . . .
t �' �'��'� �- �/' y% + %� `� ''� ' yam— 1 " : V SURVEYOR (617 ) - 777 - 3050 (617) - 662 - 9659 / U / REVISED HSA No.
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