HomeMy WebLinkAboutEngineered Plan - Rev. 2018ALARM AND DUPLEX CONTROL PANEL
TO BE INSTALLED INSIDE w �r
BUILDING. ALARM TO BE ON 71
SEPARATE CIRCUIT FROM PUMP
PROP. WATERTIGHT COVER TO GRADE
PROVIDE QUICK DISCONNECT FOR PUMP
37.5'
INV. IN 34.53' 1 NO LOW POINTS
500 GAL. H?,p S/T 2" PRESSURE LINE -E-
ALARM ON '754 GAL.+ SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH RESERVE
0.25" WEEP HOLES I
SETTINGS: PUMP ON 8., CHECK VALVE
4" WORKING RANGE DUPLEX MYERS SRM 4
4" SUBMERSIBLE 4/10 HP PUMPS
PUMP OFF 8" SYSTEM (OR EQUAL)
00o c0000 0
000000 0000 0 0 0000
PUMP CHAMBER
TEST HOLE LOGS
ENGINEER: DANIEL A, OJALA, PE. SE#1805
WITNESS: AMY VON HONE R.S.
DATE: 9/7/05
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
0"
2"
600
32"
PERC E
84"
ELEV.
35.5' 0"
35.3' 2"
4
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
TEST HOLE LOG
SLAB EL. 38.0'
0'
34.8'
u
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
2
( q SLOP
FOUNDATION- 10'
ENGINEER: DANIEL A, OJALA, PE. SE#1805
WITNESS: AMY VON HONE R.S.
DATE: 4/10/01
PERC. RATE _ < 2 MIN/INCHVj
CLASS I SOILS
ELEV.
35.0' 0)
•
41
0 0
ORGANIC ORGANIC 0
10YR 3/2 10YR 3/2
34.8' 2"
A A q
SL SL LS
10YR 3/2 35.0' 6» 10YR 3/2 10YR 5/2
B B 4"
LS LS B
2.5Y 6/4 32.8' 32" 2.5Y 6/4 32.3' LS
C1 C, 48
2.5Y 7/6
M/FS M/FS
2.5Y 7/6 28.5' 84" 2.5Y 7/6
PERC C
C2 C2 M/CS
M/CS M/CS 2.5Y 6/4
7 2.5Y 7/6
144" 2.5Y /6 23.5' 150" 22.5' 146" 24.8'
GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED
9 EL. 24.6 @ EL. 24.7
34.5'
ELEV.
37.0'
28.0'
36.7'
33.0'
31
C� EL. 26.17
6" FRAME H-20 F&C 36.3f VARIES ;
TOP OF STRUCTURE EL. 35.61
TOP OF STRUCTURE EL. 35.5f
4"LOAM & SEED g" HIGH FRAME H-20 F&G
ALL DISTURBED AREAS (TYP.) RIM ELEVATION 36.3f VARIES PAVEMENT SLOPE 1.3% MIN. TO BASINS
ELEV. VARIES 36.5 - 37.5 OVER TRENCHES
CAPE COD BERM 12" X 3"
AS SHOWN MORTAR ALL COMPONENTS
PAVEMENT SLOPE 1.3% MIN. TO BASINS
ELEV. VARIES 37.0-38.0 OVER TRENCHES (TYP.)
I'
TOP PIPE .RIBS EL. 34.4± (SET LEVEL) 1.1'-2.0' • . - '...... •. .: :.. •.. ...: .: .........• .•.-• ::.. •.:•.
4a'''• e•4: •J:; •• '•> : SEE• PAVEMENT SECTION
I I I I( I I I I I I I I I(( I I I I I I 33.4 N 33.5 33.6 SLOPE 0.5% MIN. (TRENCHES LEVEL)
� • v, A � A CL a �- •< NOTE: ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
PIPE INVERT EL. LEVEL AT 33.4 / e :2 o •.. � t PERF. ADS -N-12- PLUS CUT w BE REMOVED 2' BENEATH AND AROUND PERIMETER OF
D , SLOTS WITH SKILLSAW E.O. RIB DRAINAGE, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH
BOTTOM TRENCH LEVEL AT 32.4 "� A. �
C.B. TRAP � DRILL (2) 1 OR PURCHASE SLOTTED PIPE � CLEAN MED. SAND
1 1/2" WASHED STONE (TYP.) 12"0 CPP � a HOLES (TYP.) 2 MIRAFI 140N TOP °p
ASND SIDES LT SECTION A -A
COMPACT ALL BACKFILL
NOTE: SLOT PERFORATED ADS N-12 PIPE WITH SAWBLADE ELBOW IN 6 LIFTS (95% PRCTR.) 124H-20 HDPE PIPE .� 2'°. 1' _ •�2'.•�
1 /4" WIDE EVERY THIRD RIB, ALTERNATING SIDES ENTIRE LENGTH TYP.°n oo°°on°o`o•.'; -; . , .�", 2.0'
' •• o 0 00 00 0 0 00 00 o INV. LISTED
LEACHING TRENCH TO BE `.. 28.83 6b -
A; =;;: =-.:_'•c, "�.. "-.
• • ,, � a o 000000 00 000 0 0000
SET IN CLEAN SAND ONLY, ' ' • . �• • . a• '• a a • • a •a -. a• .a .r 28.93 Z A J� ' , 5 • '
REMOVE UNSUITABLE FOR 5 AROUND I 4 4' I.D. H-20 DEEP SUMP OVERALL HEIGHT 6'-8"t :2 /
DOWN TO SUITABLE MATERIAL 0 3/4" - 1 1/2"
AND REPLACE WITH CLEAN COARSE SAND � CATCH BASINS (TYP.) N � WASHED STONE UNDERNEATH
ACME, SHOREY, OR EQUAL AND BESIDE PIPE
4' I.D. H-20 DEEP SUMP OVERALL HEIGHT 6'-8"f aDJ G.W. WIDTH AND LENGTHS LISTED
ECCENTRIC FLAT TOP STRUCTURE
MANHOLE 48" DIA STORM DRAIN
ACME, SHOREY, OR EQUAL SECTION THRU DRAINAGE DRAINAGE CROSS SECTION
ECCENTRIC FLAT TOP STRUCTURE
I
SYSTEM PROFILE MARK CORNERS 0� NOTES xit 7
LEACHING FIELD W
(NOT TO SCALE) REBAR SET 4" BELOW VENT W/ CHARCOAL FILTER /
GRADE INSPECTION PORT �i • z. a 1. DATUM IS NAVD 88 __I q�l
OVER PRFrART X
4. DESIGN LOADING j z Route 6
Yarmouth °j
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2% SLOPE �
2. MUNICIPAL WATER IS AVAILABLE ComP9 round
FILTER FABRIC � SEE PAVEMENT SECTION
ID
7.8 TOP 36.77' FINISHED GRADE- 4" LOAM &SEED OR PAVE AS REQ. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
37.8' MI IMUM J5' OF COVER
R ALL PROPOSED PRECAST ITS «<JJJ
CLEAN FILL TO BE AASHO H-ZQ _ -
PRECAST H-20 :::., •.;;.;... .: ••.::.•;-,::.. .• .: . -
... :�,.,••,. 4"0SCH40 PVC .........;:. ..:...:............:....:......::..,.,•;.;.:...:..
•. RISERS (TYP.) � CONNECT AND VENT
2'0 Q4.
: PIPES LEVEL 1ST 2' a^ PERFORATED PVC 5' D.C. 5=0.005 -- .o. � 5. PIPE JOINTS TO BE MADE WATERTIGHT. / a �
• 10" - m 3/4"-1-1/2" DOUBLE WASHED o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH �
•�' TEE '•'� :.' �� � E • 12" STONE LEACHING FIELD 0 6"DEPTH ,MIN BELOW INV. 310 CMR 15.000 (TITLE V.) Barnstable Locus
24" 34.55' WATERTEST D'BOX 36.4' Munic/ °l yi99m �
24" TEE Q ° LEVEL BOTTOM o
TEE°°°°°°�°°°° FOR LEVELNESS 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Airport COMM Rood °�e��
GAS BAFFLE GAS BAFFLE C 36.62' 36.45' BE USED FOR LOT LINE STAKING OR ANY OTHER Electric
� 51.0' PURPOSE.
1538 GAL COMP. �799 GAL COMP. 4 •
s.zs• 3.25' Q 35.4'
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. cocheset
VOOvOavO O�O"O�O"0�0�0` O. O°Oovo"o•°o"o"o"o o• o`';,L �i 5.0' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED �
•o°o°o°o°o°o°o°o°o°o°o°o°ooo°oo°o°o°o°o°o°o WITHOUT INSPECTION BY BOARD OF HEALTH AND
000000000�o,�o�o�0000000000opo0o0ono,�0000000. � PERMISSION OBTAINED FROM BOARD OF HEALTH.
6" CRUSHED STONE OR MECHANICAL GROUNWATER ENCOUNTERED 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
COMPACTIo�® EL. 24.7 1N TH2 J. (15.221 [2]) USE ADJUSTED DIGSAFE (1-888-344-7233) AND VERIFYING THE
GROUNDWATER ®EL. LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES LOCUS MAP
30.4 PER PREVIOUS TEST PRIOR TO COMMENCEMENT OF WORK.
E) (-L7. SLOPE) � (-l-% SLOPE) HOLES IN AREA
2500 GAL H-20 I; ��• LO 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE NOT TO SCALE
SEPTIC TANK 2' PUMP 1 36' D' BOX 7' LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED
CHAMBER I' FACILITY LEACHING FACILITY. ASSESSORS MAP 73 PARCEL 9-2-6
LEGEN D I ZONING SUMMARY
JT�LITE %OS" AND I C`32 R A D I 114"G
r"I"ITE PLAN OF LAND
0
EXISTING CONTOUR
9.1 EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.41
TH1
PROPOSED SPOT EL.
MIN. LOT SIZE
TEST HOLE
MIN. LOT FRONTAGE
.SLOPE OF GROUND
71)
UTILITY POLE
30'
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
Scale: 1 /4"= 1'-0"
@
DCE #05-207
s
NOT TO SCALE
DATE DANIEL A. OJALA, P.E. P.L.S.
ZONING DISTRICT: 63 BUSINESS DISTRICT
EXISTING
PROPOSED
MIN. LOT SIZE
40,000 S.F. 40,104- S.F.
MIN. LOT FRONTAGE
100'
396.7'
MIN. FRONT SETBACK
30'
30.5'
MIN. SIDE SETBACK
10'
10.5'
MIN. REAR SETBACK
30'
N/A
MAX. BUILDING COVERAGE 35%
17.6%
PROPOSED IMPERVIOUS
COVERAGE =
59.7%
SITE IS LOCATED WITHIN
ZONE 2
EXISTING USE: VACANT
LOT
PROPOSED USE: OFFICE
BUILDING
OWNER OF RECORD
LOUIS J. SEMINARA TRUST
P.O. BOX 1219
SOUTH DENNIS, MA 02660
REFERENCES
DOC# 1008278
LC PLAN 37201D
SYSTEM DESIGN:
5,860 S.F. OFFICE @ 75 GPD/1000 S.F. = 440 GPD
1,639 S.F. STORAGE
0 GPD/1000 S.F. = 0 GPD
- TOTAL DESIGN FLOW ESTIMATE= 440 `GPD r
SEPTIC TANK: 440 GPD (2) = 880 (FIRST COMPARTMENT)
440 GPD (1) = 440 (SECOND COMPARTMENT)
880 + 440 = 1320 GAL. REQUIRED
USE A 2500 GAL. DUAL COMPARTMENT SEPTIC TANK
LEACHING:
440 GPD (.74) = 595 SF REQUIRED
20' X 51' = 1020 SF OK
1020 SFX .74 = 755 GPD OK
USE A 20' X 51' PIPE AND STONE LEACHING FIELD
NITROGEN CALCS:
110 GPD/10,000 SF ALLOWED
40,007 SF x 110 GPD/10,000 SF = 440 GPD
PREPARED FOR
DATE: AUGUST 24, 2015
REV.: SEPTEMBER 4, 2015
REV.: SEPTEMBER 21, 2015
� REV.: MARCH 30, 2018 (LARGER SEPTIC)
i
�e` 0 10 20 30 40 50 FEET
off 508-362-4541
�y�• fax 508-362-9880
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