HomeMy WebLinkAboutEngineered Plan - 2003ROUTE 28
LOCUS 41 N
T EST .., O LI LOGS NOTES.-
ROUTE
OTES.
1. VERTICAL DATUM: ASSUMED FROM QUAD NGVD
ENGINEER: THOMAS McLELLAN, P.E. 2. MUA"ICAPAL vATE'R IS AVAILABLE,
WITNESS. DAVID FLAHERTY, R.S. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
DATE:7-9-03 4. ALL PRECAST UNITS TO CONFORM WII`I :AASHTO H-10 & H-20
PERCOLATION RATE: < 2 MINIIN LOADING SPECIFICATIONS:
5, PIPE PITCH = 114" , � PER F OOT, (UNLE'SS NOTED OTHERWISE). TIS s 1 19.3 TH- 5. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
ELEv, 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE i
OIA HORIZON
i, LOAMY SAND USE OF A GARBAGE DISPOSAL. �
7" 4 'Oa R 41-0 18.7 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
--� B HORIZON STATE OF MASS. ENVIRONMENTAL ("ODE, (TITLE .FIVE) AND LOCAL
LOCATION FLAP LOAMY SAND I
24" 10YR 616 17.8 .HEALTH REGULATIONS.
LOT 67 ! � I�OR.IZOr1 - ' LL UTILITIES PRIOR9. CONTRACTOR TO VERIFY LO'dT01. OF A
6,500 S.F. FINE SAND ( TO CONSTRUCTION. �
(0.15 AC.) 2.5Y 7/6
10. GROUND COVER 0€ ER ALL SEPTIC SYSTEM COMPONENTS NOT TO
f 60" OBSERVED 14.3 � EXCEED 3.0'.
ASSESSORS MAP. �.
11. AN ELECTRIC PERMIT IS REQUIRED PRIOR TO INSTALLATION OF �
PARCEL.- _ �R�,aND 1O3 �SJ67) .FATER
PUMP P SYSTEM.
12.v �
FLOOD ZONE: C 12. SEPTIC TANK AND PUMP CHA.,AfBER ARE TO BE WATER PROOFED BY �
USCS GROUND WATER ADJUSTMENT: MANUFACTURER WITH IPANE'.�X CON,.r RER`E ADDITIVE OR CONSEAL 55.
WELL: MI1V-29, ZOSE: B, ADJUSTMENT (JUNE): 1.2' A Ci", EZ WRAP IS ALSO REQUIRED D FOR BOTH TANKS. I
I
13. ALL UNSUITABLE SOIL (B .HORIZON, APPRO% 24" DEEP) WITHIN 5' OF a
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND. - r
ti SEPTICSYSTEM DESIGN 14. EXISTING CESS .FOOLS ARE TO BE PUMPED AND FILLED WITH SAND
_ OR REMOVED.
15. SEWER .? LINE TO BE ENCASEIT IN A 5" PVC PIPE WH EN WITHIN
FLOW ESTIMATE: 10' OF WATER LINE.
a
19.7 � BEDROOMS AT' 110 CAL/DAY` BEDROOM - 220 CAL/DAY 15. A DEED RESTRICTION STATING THAT THIS DWELLING IS TO REMAIN'IS TO BE
+19.4 2 BEDROOMS (UNLESS �I�E SEPTIC SYSTEM IS REDESIGNED)
SEPTIC TANK RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS.
loo.
0. 00' C, 220 CALOD.AY x 4.5 DAYS - 990 CAL
USE 1500.._ CALLON SEPTIC TANK
�a ^ , i
19.9 LEACHING AREA: UTILITY
EXISTING USE 3 INFILTRATORS (STANDARD CHAMBERS) ROOM
BEDROOM a
rELL' NG zit - 4' OF STONE AROUND SIDES AND 3' AT ENDS DED BED
D
1r. c.,.- 19.7 �.�i WITH ROOM ROOM
i/C A L SPACE) --�� ( x 11' x 7" DEEP)
T - 9E.4 SIZE AREA: 5. 5 ? ��'12 = 42 (.74) = 31 GA£1.19A. '
-' 1 rPIVER LIVING
1
BOTTOM AREA: 24.75 x 11 = 272 SF l74) = 201 _ GAL f DA ' FKIT,ROOM
o ! 9.4 l k_-� d �= - CAPACITY =232 CAL f Li 4i'
10' COiC
19.9 SEPTIC SYSTEM SECTIO E XISTINCI F rOOR PLAN
ST : c
TC
101.10a. CP � COV€:S WITHIN 12" OF
COVER SE?A1GRADE ..
2'w=EAST"NE
11FINISHED GRADE
jdis t� 195 FIRST FLOOR NE COYER WITHIAl 21.0 314„-1
112"
100. o " PRESSULINE fL�OE GRADE) FASIED STONE
7 i t
fF"AS
BENCHMARK AT COVER I ELEV.-20.3
INLET CONCRETE BOUND INSi
E
CT101
+ E'LEV= 19.74' 111 f
18.4 1 18.fi J� 17 f >�� I 17.4 )L
_ # f PORT
ELEV. ELE �'', / q �e E t; 'T'. s d
4
--, tI'-PC) �a 1iL-LB_10) ELEV. 1 19.3
13 1500 OAL
ELEV. 131; 4gcv- ,- DRAIN .MOLE � / D-TsOdY � � � ^�� � ELEV.
Z40 MIL POLY LINER ELEV. SEPTIC TANK ELE`V. PUH r CHECK VALVE % (�. `11"` 3f! 4�!��._ 24.75' ---->
103' x 2' DEEB WITH
MYER CHAMBER Rif -4 2O.a9 STONE OF EL. V. � �
TOP OF LNEF. =' 20..3 (5' OF STONE UNDER OR P,'IT.H
tECI;ANICALL' COMPACTED) r U P. PULP ALARA ELEV.UNDER 19 �3 INFILTRATORS (STANDARD CHANBEIS)
PACKAGE TO BE INSTALLED � ELEV. PITH 4' OF STONE AROUND SIDES ANI?
TEE S'IZE'S': INDWELLING POWERED 3' AT NDS (24.75' x 1r x ?"DEEP) (H-20)
INLET: '6" UP, 13" DOWN BY A CIRCUIT SEPARATE
OUTLET: 5" UP, 14" DOWN F.OAf THE PUMP 4
POWER, (DISTANCE BETWEEN
(CAS ..BAFFLE AT OUTLET TEE) ON/OFF SWITCH TO BE 3"). ADJUSTED CROUNDFf"AT.E'R ELEV. (USING 1.O') = 15.3
(DISTANCE BETWEEN ON S �IT^H
BUOYANCY CALCULATION (SEPTIC TANK): kkD ALARM 27'0 BE 12")
10.5' z 5.6?" x (15.,3' - 13.5')'x 62.4 LB/CF = 6687 LES
WEIGHT OF TANK = 11,480 LETS SITE
/`±
BUOYANCY CALCULATION (PUMP CHAMBE: ): � +J L � r ' 1�� � Y�� �T PLAN
BEY: WEIGHT OF TANK � 8,240 LES
� SSO�R LBS C�'f� G ( �-
_.
E�CISTING CONTOUR: 8.5' x 4,88` x 15.8 - 13,15' 62.4 LB CF s AP ROPED. BY: DATE:
PROPOSED CONTOUR: -
.E°XISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEV ATION:
TEST .HOLE:
UTILITY POLE: -0-
FENCE LINE: ---
HYDRANT: -6-
RETAINING FALL: ��
TREE; DEMA'REST-McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
DM ®3� 3d.. PHONE & FAX : (508) 398-7710
L COCA TIO
WEST YARMOUTH, MA
PREPARED FOR
j KEVIN BENGER
j SCALE: I" - 20' DATE: B-4-03
I' REFERENCE: PLAN ROOF: 91 PAGE 41
OCT 2 8 2003
HEALTH DEPT.
zf
Df' t 3i r R.) -j,
THOMAS McLELLAN, P.E.JOEtJV
Z. DEMAREST JR., P.L.vj
L COCA TIO
WEST YARMOUTH, MA
PREPARED FOR
j KEVIN BENGER
j SCALE: I" - 20' DATE: B-4-03
I' REFERENCE: PLAN ROOF: 91 PAGE 41
OCT 2 8 2003
HEALTH DEPT.