HomeMy WebLinkAbout1985 Jan 04 - Application for Variance, Sieve Info, Plan TOWAT OF YAR�UII�
APPLICATION FOR VARIAN(�
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ADDRESS; 44 L�.J(A�1 (ZD�
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Descripti.os► of Vari�ce i> zo' va.2�E.�tce Fa�n�. r3e,��, iex�' �zpK. aa�..�,arzY �o v.�v.�.��t";.r��,
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' Sketch of Proposed Construction: T�„o or Fr..�D. Tu �36 � l2 Uos IS.Z ��� ,;
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Work to be perfornyed by:
Perndt N�anber:
Inspected by:
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Date: Sigpature
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/ DESCRIPTION OF VARIANCES
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FOR
LOT J-13 MERCHANT AVENUE, YARMOUTH, MA
(1) 15. 02 : 17 - "Construction in Fill"
To allow Leaching Trench to be 15 ' from streetline.
(2) 15. 02: 1� - "Construction in Fill"
� To allow Expansion Area to be 11 ' from streetline.
3
(3) 15. 03 :C - "Required Depth of Pervious Material"
� ' `To allow the installation of a SUbsurface Sewage Disposal System
I� '� � in an area where there is less than a 4 ' depth of naturally oc-
��1 curring pervious soil below the entire area of the leachinq fa-
cility.
(4) Town Amendments to Title 5: Regulation 2. 17; "Construction in Fill"
To allow a 1 ' variance from Section A.
(5) Town Amendments to Title 5 : Regulation 3. 7 : "Distances & Locations"
To allow a variance of 23 ' for leaching facilities from a Marsh
area.
(6) Town Amendments to Title 5 : Regulation 3.7 : "Distances 6 Locations"
To allow a variance of 25' for expansion area from a Marsh area.
(7) Town Amendments to Title 5: Regulation 3.7 : "No Fill. . . "
To allow a variance from Regulation 3.7; "No fill shall be de-
posited when the water table is within four (4) feet of the
original grade" .
(B) Town Amendments to Title 5 : Regulation 3.7: "Foundation Elevations"
To allow foundation elevation to be at 13.74 ' ; requiring a var�ance
of 2. 06 ' to allow foundation to be less than the required 2.0'
above the high point of the road affronting the lot.
cc: Board of Health
file
Parcel # : Abuttors:
J-12 Horace Gordon
J-38 Michael Pinelli, Jr.
J-39 J. Calvin Bartlett
M-5 Albert Lawrence
Sweetser Engineering
,
R. J. 0'fiEARN, INC.
35 Route 134 , Unit 2
South Dennis, biF1 02660
Tel. 394-1265
SIE�/E ANl1LYSIS OF FINE AND COARSE AGGREGATES
CLIENT: RG2�6iZT DAVin ADDRF.SS: ��T �� M��Np-ti� Q-v�-
OWNER: ADDRESS:
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LOCATION OF SAMPLE �•W• �Rt�l. Lcsc 13 SAMPLE NO. i
Weight of sample before analysis (dry) �Z-� � � a gYams
SIEVE SIEVE WRIGHT PERCENT PERCENT MINIMUM
NO. SIZE RETAINED RETAINED PASSING SPECIFICATIONS
(Grams)
3" 75 mm p � %� 1 DD `/�
1�" 3 7.5 mm o C) /„ 1 DD `/.
3/4" 19 mm p v °lo � DD%
3/8" 9.5 mm 5ot . (� 4.� % �5.3 "l�
4 4 .7 5 mm I�2. 1 8 C� `/. � 2 %
8 2 . 36 mm \58. 1 i2 .4% 37. G� %�
16 1.18 mm Z�.D ZZ L `/� 7� . 8 %
51 Z.-! �5. a `� S5 9'�
�az . [� -7i . n`/e Z� .o "l•
1 137 . 8 B�1-5 `/� I u. S `/�
IZ3o .2 `l�. l`/ 3.3�
Pan IZCo°15 `lq .8 °l� o . 2 %
REMAP.KS:
SOIL INSPECTOR: � !/ DATE: �2 ' ! �- ��
s
._ R. J. O'AEARN� INC.
35 Route 134, Unit 2
South Dennis, DSA 02660
Tel. 394-1265
SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES
CLIENT: � DAV�� ADDRESS: �—�T �3 ME�ZLI-�rJT AV5
, � , . �. ,
OWNER: ADDRESS•
LOCATION OF SAMPLE ���- �RU. LnT 13 SAMPLE NO,�Z
Fleight of sample before analysis (dry) IS42. 4 grams
SIEVE SIEVE WEIGHT PERCENT PERCENT MINIMUM
NO. SIZE RETAINED RETAINED PASSING SAECIFICATIQNS
(Grams)
3" 75 mm � v `� I DO %
1�" 37.5 r.un C� d `�� toU %
3/4" 19 mm I Z .£5 r�_S/ �1�1 , Z`��
3/8° 9 .5 mm 43.C� Z. £S `/o �l"� ,Z/�
4 4 . 7 5 mm BD .C� 5. Z/� �14.S°/
8 2 .36 mm 13Y�.� Gj.p `/,, all .n`lo
16 1.18 mm 2q s. � I q .Z'"/ Sp.B `h
[��a.s� �-.o`/ S�, .D°I4
I D�1�1. S � I .3 l� ZtS. ?'b
� 4�1 . 2 Gl 1 .4 %. S.lo %
2 i SiZ . I � `d.D %� Z.L� `l�
Pan �S 41 .3 �i �t .�l °!� c�. I `/.
REMARKS:
SOIL INSPECTOR: 2t DATE: �� — ��— ��