HomeMy WebLinkAboutEngineered Plan - 2013ACCESS COVERS MUST BE WI THIN 9" MINIMUM...
6" OF FINISH GRADE 3' MAXIMUM COVER
FIRST 2'..TO .,
BE LEVEL MIN 2" OF PEASTONE
/,"� OR F I L TER FABRIC
4' DIAM PIPE 3/4" - l 1/2- DIA.
IT
/00. 7 5 99.6 2 ' H-20 %
DOUBLE WASHED STONE
'v GAS $�$$ 99.412,% 97.4
l 00.5 BAFFLE 7
N3 OUTLET 3-500 GAL LEACHING CHAMBERS
D -BOX
W/4' STONE AROUND. 12.8'w x 33.5'1 x 2'd
1500 GAL H-20
SEPTIC TANK
H-20 6" CRUSHED STONE OR
COMPACTED BASE
PROFILE : NOT TO SCALE
I N VERT EL E VA
T I ONS :
DESIGN CRITERIA:
GENERA L NO TES
INVERT AT BUILDING:
100.7
DESIGN FLOW:
INVERT IN SEPTIC TANK:
100.5
3 BEDROOMS AT 1/0 G.P.D. PER
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
INVERT OUT SEPTIC TANK.,
100.25
BEDROOM EQUALS 330 G.P.D.
OF THE SEWAGE D l SPOSAL SYSTEM ONL Y.
INVERT IN DIST. BOX:
99.77
.
FENCE AS REQUIRED BY THE CONSERVATION COMMISSION.
INVERT OUT DIST. BOX:
99.6
NO GARBAGE GRINDER
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
PREPARED FOR
SET. SEE SITE PLAN.
INVERT IN LEACH CHAMBER:
99.4
REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
LEGEND
TODD P E R R Y
SEPTIC TANK REQUIRED:
BOTTOM OF LEACH CHAMBER:
97.4
330 G.P.D. X 20OX -660 GAL.
3. ALL CONSTRUCTION METHODS AND MATERIALS AND
ADJUSTED GROUND WATER:
N/A
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
OBSERVED GROUND WATER:
N/A
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOTTOM OF TEST HOLE *3:
84.5
SOIL ABSORPTION SYSTEM REQUIRED:
BOARD OF HEALTH REGULATIONS.
HYDRANT
SCALE: 20 D ECEM S E R P. 2013
DESIGN PERC RATE C 15 MIN/INCH
G
GAS LINE
SOIL TEXTURAL CLASS - I1
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
OVER HEAD WIRES
STEPHEN A HAAS
EFFLUENT LOADING RATE - 0.56 GPD/SF
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
LIGHT POST
E N G I NEER I N G INC
330 GPD / O 56 GPD/SF - 590 S F REQUIRED
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
PROVIDED: 3-500 GAL LEACHING CHAMBERS
W/4' STONE AROUND. A-614 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
6/4 S.F. x 0.56 - 343 G.P.D. APPROVED EQUAL.
VARIANCES REQUIRED:
SOIL TEST P l T DA TA � 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
TOWN OF YARMOUTH SUBSURFACE SEWAGE DISPOSAL REGULATIONS PRECAST CONCRETE OR APPROVED POLYETHYLENE,
REGULATION 3.7: LOCATION OF DISPOSAL FACILITIES INDICATES _� INDICATES BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
PERCOLATION = OBSERVED TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
/00' I S REQUIRED BETWEEN THE SAS AND A WETLAND. 94' IS PROVIDED TO THE TEST = GROUNDWATER OUTLET.
PRIMARY SAS. A 6' VARIANCE IS REQUESTED. 83' IS PROVIDED TO THE RESERVE
' TP #1 TP .2
AREA. A 17' VARIANCE IS REQUESTED. 7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
0' HORIZON TEXTURE COLOR 101.8 0' HORIZON TEXTURE COLOR 10/.8
\ 1-888-DI6-SAFE AND THE LOCAL WATER DEPT.
\ FILL A LOAMY 2/2R FOR L OCA T I ON OF UNDERGROUND UTILITIES.
\ 5' --------------- 101.4 15' --------------- 100.6
\ A LOAM 2/212 LOAM 4/6
SANDY B SANDY IOYR 8_ SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
\
18' --------------- 100.3 32' --------------- 99.1 DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
+102.6 SANDY IOYR SANDY IOYR
\ B LOAM 4/6 C I LOAM AND Sia OF THE SYSTEM TO ALLOW FOR SCHEDUL I NG OF THE
/ \
30'
--------------- 99.3 STONES CONSTRUCTION INSPECTIONS.
/ BA. CB/OH FND � � � p�� C I SANDY IOYR FIRM IN
EL 100.49 i IIE LOAM AND 5/4 PLACE
/ 18'MAPLE 36'MAPLE Fgo� STONES 9. EXISTING CESSPOOL TO BE PUMPED DRY, REMOVED
/ - - - - - - -S 86.02-'3f--------%0 _o' FIRM 1N AND BACKFILLED WITH SAND.
/ ! - -
145. 60 ' - , PLACE
[r� / 36 -MAPLE // \ 102. _ o .'f 102.2 /0. ALL UNSUITABLE MATERIAL !A & B HORIZONS. Cl)
TP+2�- - NO WATER No WATER ENCOUNTERED BELOW THE INVERT OF THE LEACHING
/
12.-8 _ l20'
F91.8 /32' 90.8
102---
�1 I EXISTING BUILDING �� DATE: SEPTEMBER 19. 2013 FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
_ /
��\ I PROPOSED THREE / CESSPOOL '� SOIL REMOVAL \ TP •3 TP +a AROUND AND REPLACED WITH SAND IN ACCORDANCE
W l 5 SEE NOTE !0.
.. BEDROOM DWELLING Q ( O , • - --
OHW 10' , _� - NOR/ZOM =' TEXTURE -COLOR - _ -` ' HORTZON TEXTURE" COL7fR
�0' /01.5 - 101.5
Tf w L 0 T A RE4 A SANDY IOYR A SANDY IOYR ! I. NO DETERMINATION HAS SEEN MADE AS TO
a • LOAM 2/2 LOAM 2/2
102.0 :..::..':.'' m '�1 + 15' --------------- 100.3 15' --------------- 100.3
1 9. 108- S . F . rn o COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
+ j .... ' ' ' I s : • i SANDY IOYR SANDY IOYR
Z \ /02.3 ,
D -BD -80)(""" a �„ B LOAM 4/6 � LOAM 4/6 B REGULATIONS. IT SHALL REMAIN THE CLIENTS
• • • • • • • • • • � , ti
Oma;3-500 GALLON O
po 30" --------------- 99.0 30' --------------- 99.0 RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL
LEACHING CNAMBERSl' - " O
\\ �_ / "' • / w SANDY LOAM IOYR SANDY LOAM IOYR / ' • W/4' STONE AROU,IVD �� 8 CI AND STONES 5/4 C I AND STONES 5/4 PERMI TS. VARIANCES ETC. FOR THIS PROJECT.
/ _ :••••••• ` - - - - -FIRM /N PLACE_ 93.5 FIRM 1N PLACE_ 95.0
\ GRAVEL DR I VEWAY \ ® TPs4 . / \ - 88 -
i' - SOUTH SOUTH
1500\G4LLON ��_ 10� n/ P�� ORTH - ORTH , AAAA
SEPTI TANK p`y .��- io C\ - - ' - - - - _
`-- F 90.5 96 93.5 " �•MOFM,4
1 102 8 / \\ , C2 SANDY LOAM IOYR C2 SANDY LOAM IOYR AFP Sq� °v J r. ort a r
_ _ - - - - - 0 AND COBBLES 5/4 AND COBBLES 5/4
\ 158- o s ,
/4 2 MAPLE, / F i 0. LOOSE l06' LOOSE TERRY �� 7 /� p r ?^1F 1S • y i
____ 6°0/' �y _ - yo - ANN
\ \ \ \ \ + 01.4 / / STK/TCKf/J� NO WATER NO WATER a Np 387 R
- - - - - - - - - - 204' 84.5 /44' 89.5 a
100- 9g.�' STK/TCK FND b €I
I s•a..I G'�,. i
A dy fi. .M2 �r.4`o•
- / r � � � - "- - DATE: NOVEMBER l2. 2013
i - TEST BY: STEPHEN HAAS C`'J i' i a +
BMB/DH FN i i IAN
l �' / / 9 / WITNESSED BY: AMY VONHONE
100------- / / EL -97.72 PERC RATE: C IS MIN/INCH t ?c •• ~ '�
EW -2 I
/A&
1
larmitvalid for REPAIR OF SEPTIC SYS"1 F.h1
dtte to state ����, local selitic variances. S l T E P L ,A N/O L A l\/ F)
/
Board -I'll' lIt!
LOCUS MAP
1. t revrety :tail alwrov<rl is required tiir
any future additions/r-cnuA;rtions/alterations to
CONSER VA T I ON NO TES :
sewage facilities and/or Str'uctrrres/dwelling, I O
RA I L ROAD A VENUE. MA P I 12, PARCEL 34
Ya mouth If '11110 Department
I. THE WORK L IMI T SHOWN SHALL BE FI TTED WI TH A SIL T
EW -3
APPROVE -Di/
/�
YA R M O U T H P O R T. MA
.
FENCE AS REQUIRED BY THE CONSERVATION COMMISSION.
THE FENCED WORK LIMIT SHALL CONSIST OF A CONTINUOUS.
PREPARED FOR
STAKED. DUG- I N FABRIC SILT FENCE. THE FENCE SHALL'
+lame- Date
REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
LEGEND
TODD P E R R Y
STABILIZED COMPLETELY. PROVIDE ALTERNATE SILT FENCE
SUCH AS STAKED STRAWBALES IF NEEDED AS DIRECTED BY THE
CONSER VAT I ON COMMISSION.
® CB
CONCRETE BOUND 9
MOODY ROAD. H A R W I C H P O R T. MA 025-46
-W
WATER L I NE
2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
4
HYDRANT
SCALE: 20 D ECEM S E R P. 2013
WETLAND SIDE OF THE WORK LIMIT.
G
GAS LINE
OHW-
OVER HEAD WIRES
STEPHEN A HAAS
3. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT
-•
LIGHT POST
E N G I NEER I N G INC
SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR
---E-
UNDERGROUND ELECTRIC LINE
,
�\
LOAM AND SEED WEATHER PERMITTING.
-T-
UNDERGROUND TELEPHONE L ! NE
t 923 Route 6 A
°
���
-CTV-
UNDERGROUND CABLEVISION LINE
�. ��� Ya rrno u t h p o r t MA 02675
+40.4
SPOT ELEVATION
�'�'«- % 1 \� \\ ( 508) 362-8132
--..40 -------
EXISTING CONTOUR
0 10 20 40
P-0-1
PROPOSED CONTOUR
JOB NO: 13-091