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RIGHT ELEVATION
SCALE: 1/,4" = I' -O"
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g .EFT ELEVATION
SCALE: •1/4 = I'-0"
SCALE: 1/1" = 1'-0"
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g .EFT ELEVATION
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AP,RIL'.22, 200 ,0 'DISTR,I.BUTION LEACHING DETAIL: NOT.TO SCALE
�SOIL TEST PITDATA. SEPTIC TANK 'DETAI L: 1,1500 GALLON NOT- I TO'SCALE
NOT TO SCALE NO. OF OUTLETS . 5,, 23.2'
TES_ PIT TEST PIT f2 NOTES: 1 1. SEPT] . C TANK SH ALL BE STEEL 5. INLET AND OUTLE I T TEES TO BE CAST IRO N, FINIS HED GRADE
0 0 �0 00 0 0 ID
0 0 oo 000 0 0 0 0 v 0 Q 0 0 0 0
0 00000*0
98.6 GFt EL 97.8 REINFORCED CONCRETE SCHED. 40 PVC OR CAST—IN—PLACE CONCRETE. 00 0 0 0 0 0 6 60 0 0 o 0 0 0 0 0 0
TEES TO BE CENTERED UNDER MANHOLE COVER.
NONE NONE Z SEP11C TANK? WITHSTAND H-10 LOADING REMOVABLE' 2* WALLS NOTES:
GW. EL. 01 GW. EL UNLESS UNDER PAVEMENT, DRIVES OR COVER
011
A SANDY LOAM 10YR 4�3 SANDY LOAM 7.5YR 4/3 TRAVELED WAYS, WHEREIN M-20 LOADING
6. 1 DIST. E30X TO WITHSTAND H-10 LOADING
6m
2 vac SHALL APPLY. BAMER UNLESS UNDER PAVEMENT, DRIVES OR
CONNECTIONS AND CONCRETE
3. ALL PIPE
B 13 TRAVELED WAYS WHEREIN H-20 LOADING
I ^Ali 4�� 1 Ill I I I ^Ali 41%� C M e1141 M� WA�"^UV KI ,
PERFORATED
L
GENERAL NOTES:
1. THIS PLAN IS L FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
4" PVC
I pipt ..
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF, HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
v
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0
0
00 50" 12'
00
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%
REVISIONS
NO. DATE DESCRIPTION
GENERAL NOTES:
1. THIS PLAN IS L FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL, FACILITY ONLY.,
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF, HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE,
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107 (MAX) BY WT. 'SHALL
PASS No. 50 SIEVE
<10 X OF No. 4 SIEVE SHALL
PASS No. 100.
<5 X OF No. 4 SIEVE SHALL
PASS No- 20O,
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </=B.D
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON—
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, 'SECTION 409
AT TEL 1-8158-344-7233. THE ,
fNGINEM DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
"UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCA116N AND INVERTS OF UTILITIES
-AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNF,;
THE USE OF A GARBAGrvrc-° -
A GARBAGE GRINDER -0 )T
RrC�NMENDED DUE TO FCO+MZF"
-�4!)VtRSE fMPACTS!TO.JHE LEACfhi4v`
FACILITY.
Av� 0 i
JED
I
The SCGroup, Inc,
657 ROUTE -28, '(UNIT -6)'-o",
WEST' YARMOUTH, MA, 0267.3
(508) 778-8919
PROJECT TI TLE -
SEWAGE_; DISPOSAL
SYSTEM, DESIGN
J128
MARINERS LANE
YARMOUTH, MASS.
YAR t4o'jTH COMP41TT
OKHRD
PREPARED FOR:
MCSHANE CONSTRUCTION
COMPANY, INC.
P.O. BOX 429
OSTERVILLE, MA 02655
DATE: 6/5/2000
COMP./DESfGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD: : P.H. / D.C.
FILE N8.,8186:—SEP.DwG
DING NO. 5220-01,1
SHEET, 1 OF,, I
JOB NO. 4-8186.00]