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PE O TEST {.5' fAM-7115187
NOT 7`0 SCALE
ARE TO ENGINEER: HRI TIANSEN SEP I INC. -�
' 2I dA SYSPE ��tfEI fN nLb$ 35T'OF SELECT CFaS7TE �� �U � L
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RT"BtJIL 7E AL £2a,Z.NATERAL SMALL BE Ce PMEG OF CaAN
SS x E. SOIL E`VALUA OR DA IEL G' NNELL � fl �Es�RrPT�N � � ���#�rj�� _ � 40
.41 ArM AID.DELETERIOUS Sal ,
... - ""NOT BE U .THEF?LL SMALL NOT
AW ANY A �� � � I � ST ��� s eFA�E ��,s'a ������ � � LOCUS
_ INSPECTOR:P, SANDY ,APP £ } 99,4 A;ICYR5 2 F'S.L,
... $NALL BE ED A:. .ESENTATNE SAMPLE. `THE FJU- UP TO B.
« c'�RATE.,<2 MINJIN
r OF� �v AW&D THE 4 SI .SIEVE ANALYSES MIKE GPAF f t?87 4e' .
SHALL At PEOVOW-0 CAN TWE FA�C OP THE FILL PLE P THE 4 SIEM,
SUCH AAALYSEB V D _#A THAT THEMATERIAL EETS EACH OF Twr FOLtOWmG $ILA 17 AtASStY�FRIABLE ., �� «NA�SIV�,FRIABLE
t - 4 _ , _
�a.� � ;��'�;� �:2.�.5,'s VERY� r s�.^ ,� r��';-;Ct:�..Y��4 GRAVELLY CCARSE ���� ST �,32 CA 7f3�t7 �"��
SIEVE Eft EFFECTrM X THAT MUST s- m " �
�;'; .• PARTiC'AL SIZE PASS!E-VE. >r'€COARSE SAND A GRAVE.. :�`S�# G=�'A,YLr,.;r6,iE TO �
mm
4J5 _ -- :s2
s a.D _o -two .. ,
.@7S rsrn -3 s 5t3 FINE
LOANY SAND ,' Ca.SYS13 FIRE
. ND
t \
,LAs 1'
£, 01
5Y&f3,7SY IS HAD MOTTLES BELOW Ir EStt :SY613,7,5YR.18 M2D MOTTLES BELOW IS- 4B:�96.3 I RC RATE:<2 MIN/iN �E
d+WHE FU IS QUIRED TO E UNSUITABLE OR'IMP EABLE SQ7L5,.hE
`�. VATS Or TTIE#!h'SJ?TA�ATATERT L LL E. D A t,C+M F FIVE FEET P£RC RATE,<2 I.N.jIN.ASSUMED PE'&C RATE;<2 F}N.�fti_ASS€t44;k
LATERALLY IN ,DIRECTIONS POND rt'ME OUTER "�. THE SOIL ABSORPTION
SYSTEM TH A.Ov"OF&TNC� Lt THE RA�tT`BURRING PERVIOUS MATERIAL
AS t3WO BY to 4 55.E(S'tNI..ABSOPPWN SYSTEMS)AND THE NORTH ANDOVER
BOARB OP IN REGULATIONS,AND REP ACW r4 FILL MATERIAL MEETING TOE p`
SPCIFIA COTE PERCTLSS. NC, b-3 1Tc: It\ PE C °C.96-4 DATE:t�a 96
_S= f '
Al it PLACEMENT OF k#t� _ 'HALL BE STOCKPILED A:'THE ESE OF THE
m AV TION ANO:,FILIEB, OUAL.LYS T�#E BOTTOM OF THE XCA AT70H SHALL � k-4
SO,A ED� TIVE,Y DRY F NOT PLACED WRING RAIN 2h SNOW t
STD,,'F`W WA*ER TAKE ELEVATION IS ABOVE IW,'ELEVATPON OF THE,TTG � SOAK, 'O 43 S-2' ?Gi,T7
OF THI E�VA�.TWE EXCAVAP�ON.SMALL BE DEWATERED A$NECESSAR':: ! '2' ttiO a';h" i = i2g 6VO-;fL x•F
51 A TWO TO SEPTA TA Pt NRING CkEOULE IS RECOMMENDED TO AVOID SOAK �- y- 9` x��i>:s`�Ar
LEBCHIN 'A� _
]ALL PIPE INSTA AFTER r"xE SEPTIC TANK SHAD CMEDULE AC PVC, u7 84,9 PERC FATE:<2 M'#;IN Br __j 94,4 PER RATE<2 4?�N:'r
Tt THE EWWM€S SHALL BE r 0.&PIPE-SURROUNDED BY.A MINIMUM OF B'GRAVEL
B)NO TYEFCANDS OR taATERCOU'A§ES€X WITHIN f FEES'OF THE P-OS--D l ACING
FACILITY OR RESERVE AREA, 4'Or'jE''4',5f RIIE:=sT13`*E
.. ', S OF DISTRIBU*TION PIPES ARE
TO RE CAPPED
F ,
mg
€ > ��
4' Cff 40?PVC PIPE
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# PLASTIC PIP:`SPA:(tYP)., � �.G`
RE BLE LONGITUDINAL SECTION
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TOP VIEW SIDLE VIEW
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DISTRIBUTION � ��
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CROSS SECTION
:NV SEPTIC TANK'INLET 105.62
F f.tSEPTICTANx 105, DESIGN PARAMETERS
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PERC PATE E USED 5 MIN/l
PROPOSED GRADE
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NUMBER OF TREINCHE-Es 3
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a INLET `j P BASEMENT FLOOR=„rd 5, c,F. Yt v. 5 € ; TNCH _
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\\ 1. THIS MODIFICATION
1S WTED TO THE REVISED�1AYOU OF TYE HOUSE,
cf T TANK, E r itdG 1 d SE T: 7 E ;P®�
NO C}MNGES ARE PROPOSED?`C}.TEE .. _�`AND
:�� PASTURE DEVELOPMENT CORP.
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E Et T VIE SEPTIC DESIGN,?ATE 1?�try,r .�AND AS. � 7 # r
V r DESIGN ca Lam§ �a j am. WES OXFORD, M 0 0
\ PROFESSIONAL EMONEERS t?E?ESs kL SEv.F T,r .
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CHR�.TI SER I YOBS a RE a =-