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ELEV. = 101,06
(ACTUAL)
1 I 2p - -�_ A R X RA
LEV. a _95.45_ LEVOEL o X10' . LEACHING AREA
ELEV. _ �S.�Q_ GAS 6` SUMP a - ^ ELEV. _ 94.10
BAFFLE ELEV. = 95_10_ ELEV. _94_93_ (11XING CAPACITY/12)
LEACHING CAPACITY (AREA TE)
DISTRIBUTION 474.33 X 0.74
LIQUID OUTLET BOX
ELEV. 4 HIGH CAPACITY INFILTRATORS WITH RESERVE LEACHING CAPACITY
BOX g9•�- STONE IN AN
4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED , 504
5 FEET 19 INCHES IF MORE THAN ONE OUTLET 11 X 36 X 10 TRENCH FORMATION
6 FEET 24 INCHES 1500 GALLON
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION ZONE B
WELL A1W 247
8 FEET 34 INCHES SEPTIC TANK 3/4` TO 1 1/2` CLEANINDEX 25.0 (11/08)
DOUBLE WASHED STONE SYSTEM STEM SAS, ADJUST 4.3
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. _ -_
OBSERVED WATER TABLE (12/10/08) ELEV. _ _&L76�Z8_
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _
�� ADINC
ZMASDI
»e z, oo sq.ENr. f rs,
. 99.0 175.91' • .
PORTION OF
.99.0 LOT 2 hlo N
j o ��
58' PLAN BOOK 627 PG. 26 1 c'v O �
FN11!~7&"1160
N81'07'1Q„w4000: I Z
95 - 8 98.0
•
93.9 ( .9 160.05, l 100.0 9
• f /`901/
LOT 18 \/\ ®�<.6
L.C. 3P9446A (CONF.)
PL. B 338 PG. 85
11,935 S.F.t
�ts4J t TEST 97.7
\ J 94.0 HOLE 2� o
8H
N( I o ,qs• i' l i o 1
1 95 23 I I' y 98.6
O Q � 'I Ali �f p�-.•8
III p�
91� yyI Cl
1500 GALLON ! ! R i Lu
95.D SEPTIC TANK o m 40.0' 3
o N \
i 1 10X12
11.00' DECK UiY Jam--- W
\ TEST - - D. 8.5 98.6
MOLE 1 BOX
\ 704 , DRIVE
7 3
97:8
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 0
SOIL TEST LOCATION 150
UTILITY POLE -0-
TOWN WATER -WSW
CATCH BASIN (�N
GAS LINE
CLEAN OUT C�
CESSPOOL C.P. Q
DA VENPORT REALTY TRUST
BK, 11976 .869 28
NITROGEN AGGREGA11ON
"CREDIT LAND"
1" = 40'
$ 64 NORTH DENNIS ROAD
(SEE EASEMENT PLAN DATED 10/3/08)
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-42"
FILL
NO
LDD' 17 MCKE ON FARL 17AY, IAT 18 .
YARMOUTH, MASS.
42-46" 0/A/E
_
LOAMY SAND
t0YR4/3
SrX r 517H ENGLNEERDYG
235 GREAT WESTERN ROAD
508= P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
E=t0YR5/1`
46-82" 8
LOAMY SAND
7.5Y5/2
REV.
82-132" Cl
MEDIUM SAND
2.5Y6/6
11 N0. 6767--00
.BOULDERS
120-132"
_.
C2 COAR. SAND
2.5Y7/4
_
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-24"FILL
NO
LDD' 17 MCKE ON FARL 17AY, IAT 18 .
YARMOUTH, MASS.
24-30"_
0/A/E LOAMY SAND
10YR4/3
SrX r 517H ENGLNEERDYG
235 GREAT WESTERN ROAD
508= P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
E=IOYRS/1
3_0_-84°
8_ LOAMY SAND
7.5Y5/2
REV.
84-120'
Cl MEDIUM_ SAND
2.5Y6/6
11 N0. 6767--00
BOULDERS
120-132"
_.
C2 COAR. SAND
2.5Y7/4
_
NO WATER ENCOUNTERED AT- ?32"_ "ELEV. _ 84.10
NOTES:
'1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED. OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
134 PRIOR TO COMMENCING WORK ON SITE.
...,� 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE_ �,�
9. LOT IS SHOWN ON ASSESSORS MAP _L-18-- AS PARCEL BZr
9A. CREDIT LAND LOT IS SHOWN ON ASSESSORS MAP 109 AS PARCEL 37
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL -ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15,255:(3).
11. THE TOTAL AGGREGATE AREA OF BOTH LOTS IS 20,935 S.F.
12. THERE IS TO BE A DEED RESTRICTION RECORDED AT THE REGISTRY OF
DEEDS LIMITING THE SEPTIC FLOW TO A MAXIMUM OF 2 BEDROOMS
13, APPROVALS REQUIRED FROM YARMOUTH BOARD OF HEALTH:
A. NITROGEN AGGREGATION PLAN. _
Vrmouth Heafth Department
APPROVED
! 4re4 .ame Date
T 4Oy' Z% -N- <
4. C�Q
`' 'e.
it; APPROVED: BOARD OF HEALTH
rE��c
�p TA`Z�pti
DATE AGENT
C: I S8 1 PROS 1 6767-00 1 dwg 16767-sas. DWG 0
Ymmoum' Mss.
NITROGEN CREDIT tflcti5'
LAND LOCUS �• �.
2 �
o= _
s GHQ
PROPOSED SEPTIC DESIGN
A t� FOR T r}►v r�YpTt�e
DAVENPORT REALTY TRUST
LDD' 17 MCKE ON FARL 17AY, IAT 18 .
YARMOUTH, MASS.
SrX r 517H ENGLNEERDYG
235 GREAT WESTERN ROAD
508= P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATESEPT.- 10, 200
1SCALE j," = 20'
REV.
REV. OCT. 8, 2008F
11 N0. 6767--00
REV.
REV. DEC. 10, 2008
LOCATION MAP
REV. NOV. 13, 2008
SHEET 1 2L1
C: I S8 1 PROS 1 6767-00 1 dwg 16767-sas. DWG 0