HomeMy WebLinkAbout83-1453 - Septic System 003ACCESS COVERS MUST
GENERAL NOTES: BE TO FINISH GRADE 9' MINIMUM. DES I GN CRITERIA: SOIL TEST PIT DATA e
l8 5
PENT FIRST 2' TO 4'PERF PVC
MIN. Z' OF DESIGN FLOW:
1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION BLOB III MIN BE LEVEL SCHED 40 yp�� INDICATES INDICATES
OF THE SEWAGE DISPOSAL SYSTEM ONLY. I6.2 MIN 2x PEASTONE ?BEDROOMS AT 1/0 G.P.D. PER r TESTOLATION GROUNDWATER
TOP WALL 15.4 MIN BEDROOM EQUALS 220 G.P.D.
4' DIAM PIPE i FAST 15.39
2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS uNrr TP •2A TP w3A
-- 005 14.79 NO GARBAGE GRINDER
SET. SEE SITE PLAN. 15.76 4 QdQ 4334vQ 14.24
15.4630'x !0' LEACH o 12.94 0 12.94
J. ALL CONSTRUCTION METHODS AND MATERIALS AND 3 OUTLETEPTIC TANK REOUIRfO: SAND LRAM
� $98dt"eM > FIELD aor Tau !!.4 MAXwx 12'- 220 G.P.D. X 200x - 440 GAL.F/tt s0esOIL
MAINTENANCE OF THE SEPTIC SYSTEM SHALL O -BOX SEPTIC TANK PROVIDED: 1500 GAL. MIN. LOAr 3/4' - 1 1/2' DIA. LOAM
11'94 le 11'44
A
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL 1500 GAL ^ WASHED STONE SUR$DIL
BOARD OF HEALTH REGULATIONS. H-20 SEPTIC TANK 6' CRUSHED STONE BASE 24
FAST READY _ADJ e► • 9.24
SOIL ABSORPTION SYSTEM REQUIRED: !0'9�
DESIGN PERC RATE5 MIN/INCH
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER WATERTIGHT AND
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER FACTORY WATERPROOFED - oes OW - 6,94 SOIL TEXTURAL CLASS S - I
COARSE COARSE
EFFLUENT LOADING RATE - 0.74 GPD/SF
SAND SAND
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
INDEX WELL TJW e9. ZONE A 220 GPD / 0.74 GPD/SF - 298 s. F. REQUIRED
STANDING H-20 WHEEL LOADS. PROFILE : Nor TO SCALE NOYEWYER 1990 ADJ-2. Jr
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR PROVIDED: 10'x 30' LEACH FIELD, 6' DEEP 72' _ 6.94 72 _ 6,94
A 300 S.F. x 0.74 GPD/SF - 222 GPD ,
APPROVED EQUAL.
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED /
PRECAST CONCRETE AND WATERTIGHT. lz2e
110' 2.94 76' 6.61
eYr IL
7. BEFORE CONSTRUCTION CALL 'DIG-SAFF'. \�- RIM • 12.57
I -888 -DIG -SAFE AND THE LOCAL WATER DEPT, og x12.2 DATE: DECEMBER 6, 1990
FOR LOCATION OF UNDERGROUND UTILITIES. q'b• TEST BY: C. YOUNG. DOWN CAPE
eYW2 WITNESSED BY: DAVEMASON, BON
8. ALL UNSUITABLE MATERIAL (A 6 B HORIZONS) RIM - 12.2J ® &MCe1DN PERC RATE: C 2 MIN/INCH
ENCOUNTERED BELOW THE INVERT OF THE LEACHING (0i EL•12.45
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
evWJ
9. NO DETERMINATION HAS BEEN MADE AS TO Q,1 12.72
COMPLIANCE WITH DEED RESTRICTIONS OR ZONINGCJ �1 1 \ _ ra.r c
REGULATIONS. IT SHALL REMAIN THE CLIENTS \` \ \ \\
� ��- qc ! I \
U `� �o,P
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT. 13.11 12,o qFe\�
mF
ev4 ac 13.1 LOCU
r
l0. ANY RETAINING WALL SHOWN ON THIS PLAN IS FOR °+ / DOr WIRE 0
�cF ��� / \ �' �s No POND D
Q' .� \ (: . LO pOtA
LOCATION ONLY AND SHALL BE DESIGNED 1NtD
QO \ F Ne
ACCORDANCE WITH STANDARD PRACTICE.
/ FAST 11X17 I \
I1. 1T SHALL REMAIN THE CLIENT'S RESPONSIBILITY 50 \ SSOO eatSEPTIC
SEPTIC I F\ • �-_ ��
TO HAVE THE PROPOSED BUILDING FOUNDATION s19 3 0° 10. D-eox TANK I '.• FILL F.
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE Sb ' 1 13 0 , / ? / Roy'" 1
AND SOIL CONDITIONS AT THE LOCATION OF THE `O 1J,5e
PROPOSED BUILDING. Y` �ni2pl
12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE It 72, �. s ' ��Q00� %"b •, \ +cs �/ 'y9 + DY7W 10
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION '
\ c lo.e
` ' s'Y' R SOIL REMOVAL Q ��° F ' '' _ \ F� �� LOCUS MAP
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE '¢ `� .°. i SEE NOTE e {t, \ 9Lp ,
CONSTRUCTION INSPECTIONS. INSPECTION'S SHALL B£'LEACH /1.3 Y►9
FIELD
AS FOLLOWS: ,
tI. ENGINEER SHALL INSPECT WHEN THE REQUIRED / - \' �•
EXCAVATION IS COMPLETE. l3 95 RM Ce1D r ry` �\ 1\t o r 7 S h e M
+2. ENGINEER SHALL INSPECT WHEN THE FILL HAS EL -14 I1 �' 1 +12.21 1 \ J
�1 'i 1 \
BEEN PROPERLY PLACED. �, 5_ , Yr e
♦3. ENGINEER SHALL STAKE THE PROPOSED LEACH - FILL
10.0
FIELD PRIOR TO PLACEMENT. �, 1 'r LQ% /y J7o
\ 1 s� n.s " i•'r \i 1
04. ENGINEER SHALL INSPECT WHEN THE COMPONENTS \ \�� + �. ` �'� 133183 S.F. -
OF THE SEPTIC SYSTEM HAVE BEEN INSTALLED. +1�\ yl�s� �� IT /`10 5� S E P T / C S Y S T EM D E-5
\ \ O. iia Y► 4 I
13. INSTALLATION OF FAST UNIT TO BE CERTIFIED BY \ \ �0. �' 9.9 / 300 L O /V G f O /VD O R / VE'. MA P -9.2. P A R CEL 4 / 7
\ 6 -
FAST REPRESENTATIVE. A YEARLY INSPECTION AND
MAINTENANCE CONTRACT SHALL BE MAINTAINED WITH \\?o• v►3
THE FAST REPRESENTATIVE. 1 TOP OF WATER 7130197 S O U T /� YA /®T ,l O U T1--1
tl A
\\` Y- to 02 EL - e.0
14.THIS LOT FALLS WITHIN FLOOD ZONES C AND P AS �\` �' �i2 f� PR ZS_ PAREO FOR
SHOWN ON FEMA COMMUNITY PANEL NO. 2500/5 004 C
DATED 6/17/86. / 9 ° - /V E R
15. ROOF RUNOFF TO BE DIRECTED TO ORYWELLS OR A
STONE TRENCH ALONG THE DRIP LINE. 1 0/0 L O /\/(a P O ND OR / VE . S O U TH 'KA R MO U T1-1. MA
SCALE: / 20 MAY S'. /998
VAR LANCES REQUIRED: •1 ` L
REVISED:SEPTEMBER 16. 1998
TITLE 5 SECTION 15.248. RESERVE AREA << EAGLE S U R V E Y I. NG I NC
A VARIANCE 1S REQUESTED TO NOT SHOW A SEPARATE RESERVE9 2 3 Route 6 A
AREA BUT TO REMOVE AND REPLACE THE LEACHING SYSTEM IN THE
1. / Yormouthport, MA. 02675
PRIMARY AREA 1N THE EVENT OF A FAILURE. f�l
(508) 362-8132
/I � �SBTOWN OF YARMOUTH HEALTH REGULATION SECTION J.7. DISTANCES // (5 O 8 ) 432-5333
100' IS REQUIRED BETWEEN THE SAS AND THE WETLANDS. 60' AND - - -
75' ARE PROPOSED. 40' AND 25' VARIANCES ARE REQUESTED, 0 10 20 40 JOB N0: 96-258 F1EL0:CFW/EEK CAL SAN/CFW CHECK: CFW DRN: SAH