HomeMy WebLinkAboutEngineered Plan - 1996w
;o MAXIMUM FEASIBLE C;OMI�L AfJCE APPF O\/ALS f2EC UL :D:- =
1. USE EXISTING 1000 GALLON SEPTIC TANK.
310 CMR 15-223 (1),
CAUTION: THIS IS A SITE PLAN SURVEY AND NOT A PROPERTY LINE SURVEY
THE LOCUS DEED DESCRIPTION IS VAGUE, THE EXISTING OCCUPATION LINE
ONILY IS SHOWN ON THE GIACHINTA SIDE, THE ,CONCRETE BOUND FOUND AT
,THE SOUTH WEST. CORNER OF OUR OCCUPPIED PARCEL IS IN POSITION TO BE
THE SUKALE LOT CORNER, NOT NECESSAFILY THE LOCUS LOT CORNER. BOTH
THIE ASSESSORS MAP AND ABUTTING PLAN SHOW THE LOCUS LOT CORNER
RUNNING SOUTH OF SUKALE' $ .CORNER;. RECOMMEND YOU CONSIDER A /° 0 20.6
PROPERTY (LINE SURVEY. �./' 19.9
BENCH MARK --TOP OF PK t4AIL
IN SIDEWALK==19.87 ASSIGNEDClio
,.
2 0. 4
1.000011-0*0
BENICH MARK-r-TQP OF YARMOUTH
ROAD BOUPQD=20.00ASSIGNED'g
�-
20.2
Eel
0
I N/F SUKAL.E
-- 4k 10 / • , I
/
/' J -, . .8 x 20.9 x 20.
�- o\) -y'
•�/
/ / x 21.1
20.9 � \ 0.2
�N3CP
x 2.1.1 " 20. \
21.0 J1
rte, / �,, J % �' / � r ,�- s r.1. �
20.9 9 %~ r 2-1,-5 �" `'O, o
2-0 -Z
r _ _ I� Zt�IE 20.9
- -L ,DIRT --x'20
1
r-
c�, EXI ING
\ R4-1tiaG /x 2-I 44 1.e G NO�i -- 2 0
22.0 IrDN \\\
21.8i �..�
0. 19.5
21.0
2T.1
x' 21.0
X 21.5
X2.0
HB 1
�2 2.0,0
21.7
x 21. ,/ 22.1
�c N/F GIACHINTA
��2 2.0
-.400010
cone. hotind found
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LEGEND DEYER
August 1, 1996.
10"
} AWB 1
4 t;�
0HAND BORING LOCATION, NUMBER
----W-~-
WATER LINE MARKINGS
---=-G=---
GAS LINE MARKINGS (IF SHOWN)
9.5 ;.11.0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
��-6--�
EXISTING CONTOUR
..v,.8 -
PROPOSED CONTOUR
C
UTILITY" POLE (IF SHOWN)
--•D---
DRAINAGE LINE (PER TOWN PLANS)
"r
TREE (IF' SHOWN, NOT .ALI_ $HOWN)
OO
EXISTING SEPTIC COVER
OD
EXISTING DAIN COVER
{A
NOTES NOT TO
1. LOCU� IS A.M.. 53, PARCEL E5. SCALE .
2. rL VATIONS SHOWN ARE ASSIGNED, o�
3. LbCUS- IS -IN FLUbD ZONE C ON FIRM DATED JUNE 17, 1986. d yL
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT, (UNLESS NOTED) `Y o
5. MUNICIPAL. WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER, a
6. COMPONENTSTOTO E AASHTO H-10, UNLESS NOTED.
87.. 1F LTWQ ORT PROJECT DOWN 13", OUTLET TEE DOWN 14". �o
(NATER TEST D -BOX FOR EQUAL FLOW
-D-BOX EXIT. PIPETS TO. LEVEL FOR FIRST TWO FEET.
9. t)EPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING -ViU$T BE PROVIDED.
BUILD UP COVERS TO' WITHIN 1' OF GRADE. MORTON ,CHIMNEYS IN PLACE,
ONE QOVER OF TANK TO BE WITHIN 6" OF GRADE. t�OCA ION NEAP
10. STOW TO BE DOSBLE WASHED 3/4 :ATO- 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
11. IF UVfSU1,TABLt SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FbUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. ALL FILL. MATERIAL FOR 5' AROUND AND UNDER LEACHING, IF NEEDED, TEST. fiGILE 1
IS TO BE CLEAN GRANDIJL"NR SAND :MEETING SPECIFICATIONS OF 310CMR 15.255(3).
13, PUMP AND FILL ANY EXISTING CESSPOOLS,
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. bEPTH (itches)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
7l3f%
01,
IALT AGENT APPROVAL DATE
� r l
A layer 10yr 3/2
sandy loam
B lay6f 10yr 5/6
loor4 sand
Cl layer 2., y 6/3
fin2 . sand
C2 layer 2.5y 5/3
Poorse sand
no water --damp
ELEV.(feet) ��
21.7
R E C
SES' 0 4 1Q�3i
HEALTH DEPT.
SITE PLAN
FOR
CHARLES H. WHITE, ET AL
61 STATION AVE., SOUTH YARMOUTH, MA
SEPTEMBER 3, 1990 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 0267.3
(508) 775-9700
I
• ,,
m
PAGE 1 OF 1
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0_..:
TEST NODE DATE:
August 1, 1996.
10"
PERFORMED BY:
Ron ;Cadillac, $oil Evaluator
5LE
WITNESSED BY:
Arany L.VoT1... Hone, RS
PERC RATE:
<2'--00"/inch (Cl layer)
$OIL SURVE;Y(1993):
Carver coarse scAd
32
GEOLOGIC; MAP(1986):
Harwich outwashr plain deposits
-1
Invert 19.14
1
46" 72„
ur�e,Oa€ Baffle
Invert 18.G7
BEDROOMS: 3
existing
GARBAGE GRINDER: No
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
7l3f%
01,
IALT AGENT APPROVAL DATE
� r l
A layer 10yr 3/2
sandy loam
B lay6f 10yr 5/6
loor4 sand
Cl layer 2., y 6/3
fin2 . sand
C2 layer 2.5y 5/3
Poorse sand
no water --damp
ELEV.(feet) ��
21.7
R E C
SES' 0 4 1Q�3i
HEALTH DEPT.
SITE PLAN
FOR
CHARLES H. WHITE, ET AL
61 STATION AVE., SOUTH YARMOUTH, MA
SEPTEMBER 3, 1990 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 0267.3
(508) 775-9700
I
• ,,
m
PAGE 1 OF 1
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_ ropr9sed
exTOIP
PEA ;ATONE
10024''143"
5LE
Invert 18.67
tnvert,18.35 ,
Use 6" Stone, under Proposed
Proposed 1 6.4
1 1 0' 1
-1
I I 16,
Bottom HS 1=9.8
DESIGN/DATA
D,ATA
BEDROOMS: 3
GARBAGE GRINDER: No
REQUIRED CAPACLTY: 330 GPD
LEACH AREA
SEPTIC TANK: 1500 GAL.
BOTTOM LEACHING AREA: 175 Sr
USE TWO 35` LONG BY 2.5' WIDE
[2(35' x 2,5')]
BY 2' DEEP STONE LEACHING
SIDE LEACHING AREA: 300 SF
TRENCHES. USE 33' OF PER-
[2(75'perimeter) X 2' DEEP)]
FORATED PIPE PITCHED @ 1/16"/F1 -
ON EACH TRENCH.
DESIGN CAPACITY: .351 GPD
[(175 SF + 300 SF) X .74 GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
7l3f%
01,
IALT AGENT APPROVAL DATE
� r l
A layer 10yr 3/2
sandy loam
B lay6f 10yr 5/6
loor4 sand
Cl layer 2., y 6/3
fin2 . sand
C2 layer 2.5y 5/3
Poorse sand
no water --damp
ELEV.(feet) ��
21.7
R E C
SES' 0 4 1Q�3i
HEALTH DEPT.
SITE PLAN
FOR
CHARLES H. WHITE, ET AL
61 STATION AVE., SOUTH YARMOUTH, MA
SEPTEMBER 3, 1990 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 0267.3
(508) 775-9700
I
• ,,
m
PAGE 1 OF 1
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