HomeMy WebLinkAboutEngineer Plan - 200410.27' SYSTEM PROFILE
TOP FNDN. AT EL. TEST HOLE LOGS
. , 9.7 ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN
ACCESS COVER (WATERTIGHT) TO / 6" OF FINISH GRADE ENGINEER: RICK JUDD, RS
10.0 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM / AMY VON HONE, RS
11 2 WITNESS:
* mr, 2" DOUBLE WASHED PEASTONE 1,2/11/03
DATE:
1:.1
aQZ�`
RUN PIPE LEVEL
* wFOR FIRST 2' 10.4' PERC. RATE< 2 MIN/INCH
7.8' PROPOSED 11500 p/GALLON SEPTIC 75'Ile
y 7, 0' TANK (H- 10GAS �09.98'CLAS$ SOILS P#' WATERPROOF BAFFLE10.22' 10.05'
5205� 0.58'
MIN 0025$ o
SLOPE) �6" CRUSHED STONE OR MECHANICAL c 9 4 4 ELEV.
DEPTH OF FLOW = 4 COMPACTION. (15.221 [21) p° 9.8'
TEE SIZES: MIN (� % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE AP
INLET DEPTH - 10 ( 1 % SLOPE)
SL
OUTLET DEPTH = 14
5' 1, 10YR 3/2
FOUNDATION - 34 - SEPTIC TANK 11' PUMP 9' - D' BOX 9' LEACHING 6
16 CHAMBER FACILITY Bw
USE OBSERVED WATER AT EL. 4.4' ASSESSORS MAP 29 PARCEL 70
*THE INSTALLER SHALL VERIFY THE (TIDALLY INFLUENCED) LCS
LOCATIONS OF ALL UTILITIES AND ALL VARIANCES REQUESTED UNDER MAX. FEASIBLE
6 COMPLIANCE 15.405:
ALARM AND CONTROL PANEL lOYR 4
BUILDING SEWER OUTLETS AND ELEVATIONS / to: REDUCTION IN SETBACK, SAS To LOT LINE (10' TO
PRIOR TO INSTALLING ANY PORTION OF TO BE ,taSTAL1.En I4SrDE .� 16" 8.4' a'), ST TO LOT LINE (10' TO 9')
SEPTIC SYSTEM BUILDING. ALARM TO BE ON INV. IN 6.6' ib: REDUCTION IN SETBACK, SAS TO FOUNDATION (20'TO 14' ST TO FOUNDATION 70' TO 8'
SEPARATE CIRCUIT FROM PUMP A ): ( )
1000 GAL. H-10 S/ 2" PRESSURE LINE ]I: REDUCTION IN SEPARATION TO GROUNDWATER, 5' TO
ALARM ON 700 GAL.+ SLOPE TO DRAIN BACK TO PC C 4'
Id: 25% REDUCTION IN SAS SIZE REQUESTED
BUOYANCY CALCS: FLOAT SWITCH RESERVE WEEP HOLE
SETTINGS PUMP ON CHECK VALVE TOWN OF YARMOUTH REG. 3.7:
1500 GAL H-10 ST WGT. 11480 LBS (SHOREY) 4' WORKING RANGE B. - M C REDUCTION IN SETBACK, SAS TO WETLAND
/
5.67 x 10.5 x 2.48 x 62.4 = 9213 UP (OK) 4, ZOELLER 'WASTEMATE' (100' TO 75')
SUBMERSIBLE MODEL M282 1/2 HP PUMP
1000 GAL H-70 ST WGT. 9240 LB (SHOREY) _, .,PUMP OFF 8' SYSTEM (OR EQUAL)
8.5 x 4.83 x 2.91 x 62.4 = 7455 UP (OKAY)2.5Y 6/4
000000 0000 0000 0000
WATERPROOF 64" QBS-WATER 4.4'
PUMP CHAMBER
(NOT TO SCALE) 68" 4.1'
DIRECT ALL
FROM FOUNDATION RUN-OFF AWAY NOTES.
3,04
r PROVIDE APPROX. 45'
40 MILL LINER IN AREAOF SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM 15 NGVD
SHOWN, 2' OFF PORTION OF _ 330 EXISTING
LEACH FACILITY. TOP AT y DESIGN FLOW: 3 BEDROOMS (110 GPD) - GPD 2. MUNICIPAL WATER IS
EL. 10.4', BOTTOM AT EL 14,22
s USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
499 ', SEPTIC TANK: 330 GPD ( 2 ) _ 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
BENCHMARK ✓/ IP 5. PIPE JOINTS TO BE MADE WATERTIGHT.
TOP AC UNIT �s 4.00 \ USE A 1500 GALLON SEPTIC TANK
ELEv= 11.66' 1 P� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
1150 cps LINE S$. e 0 LEACHING: ENVIRONMENTAL CODE TITLE V.
PROP. VENT WITH CHARCOAL FILTER N/A 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
AND BUGSCREEN (FINAL PLACEMENT BY V\NE 'o l)� SIDES[ TO BE USED FOR ANY OTHER PURPOSE.
CONTRACTOR WITH HOMEOWNER 8.91 ZER \ y
WP 3.03 22.75 X 16 (.74) - 269
CONSULTATION) z 29 � ,� \`�4� � BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
e TOTAL: 364 S.F. 269** GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
+8.7 LO 7USE 22.75' x 16' LEACH FIELD OF 2 ROWS OF 3 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
9, 18 Fi
f � `� I S I FROM BOARD OF HEALTH.
11 z `� STANDARD INFILTRATORS EACH, WITH 3.5' STONE AT 10. PUMP & REMOVE EXISTING SEPTIC SYSTEM
EXIST.
15
GAS \ X388 CTI SIDES AND BETWEEN ROWS AND 2' AT ENDS
9 TER DWELL. 14. 11. ELECTRICAL PERMIT REQUIRED
.84
+ TF .75 -(-3
.75' m.NC BLOCK AIL, ,0� **25% REDUCTION: - SEE VARIANCE REQUEST
y o
R - � ,+382
OVERHEAD WIRES , LEGEND
TITLE S SITE PLAN
100.0 PROPOSED SPOT ELEVATION
t0. TF=70.27 PAVED 3z OF 31 GRIST MILL LANE
NOTE: EXISTING SEPTIC DRIVEWAY ,RES 0
SYSTEM (UNKNOWN 9 9. O�RHEAD „-,-K *1' _ _ � + 100x0 EXISTING SPOT ELEVATION
COMPONENTS) IN AREA OF �- SLOG - 1-3,80 - IN THE TOWN OF:
PROPOSED SYSTEM. PUMP HED. 9.95 S' 4 '60 r\k. _' #7 100 YARMOUTH
/ n u
AND REMOVE. 6'O, B 5 5 o n 0 PROPOSED CONTOUR (WEST) I A R M O U TI. I
0o SLAB o os 1 DECK s - 100 - EXISTING CONTOUR
.9 -.'1- 115 p0 +3,4 PREPARED FOR:HICKEY CONSTRUCTION/GI AN GRANDE
2' REMOVAL OF UNSUITABLE SOIL (�'�t ,p. 50'��P�O#4
REQUIRED AROUND PERIMETER OF / '
LEACHING FACILITY, DOWN TOC C0 -'-
LAYER. REPLACE WITH CLEAN% _�1,.°9G� 20 0 20 40 60
MED. SAND. BP . .b'S
#3 BOARD OF HEALTH
/ 73-gf I I MA SCALE: 1 = 20' DATE: DECEMBER 28, 2003
PROVED DATE
REV 1/23/04 (PER BOH)
`-1.4.53
TOP BANK #1 off 508-362-4541
c no fax 508 362-9880
03-366
��\,SHOF'N4SSg0 ��L'(H OF 1,ygSS9 bu GN Cs to
down cape engineering, inc. ���� AH E y`m �o� oNAE�H oyGm APR Y• 3 2004
OJALA CIVIL y
CIVIL ENGINEERS No. 26348 q No, 30792 HEALTH DEPT.
LAND SURVEYORS �qMaEsslio s oNn IL q
939 main St. yarmouth, ma 02675
ARNE H. OJALA, E., P.L.S. ATE