HomeMy WebLinkAbout114 Quartermaster Row site plann
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Qi
MAXIMUM FEASIBLE
CQMPLIANCE APPRQM.
L. REQUESTED
1, USE EXISTING
'1000 GALLON SEPTIC TANK.
310CMR
15.223 (1)
BENCH MARK --TOP WOOD STAKE
SET FLUSH=421--54 ASSIGNED
DAVENPORT
BENCH MARK--N,E-. -CORNER TOP A
sToop = 21.83 ASSIGNED
00. C"-)
a 11 t
'2
Q
Q 14
C
(2
2
40,
CTI
U,
NSF LOT .2 5
CHAMBERLAND
20
t-
LEGEND
TH I TEST HOLE LOCATION, NUMBER
-W-
WATER LINE MARKINGS
-G--
GAS LINE MARKINGS (IF SHOWN)
-OE-
OVERHEAD ELECTRIC 'WIRES (IF SHOWN)
.11.0
EXISTING & PROPOSED ELEVATIONS (Y MARK\S POINT)
EXISTING CONTOUR
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
--OU--
OVERHEAD UTILIT.ES (IF SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
0
EXISTING SEPTIC COVER
171
EXISTING DRAINAGE CATCHBA SIN
NOT TO
SCALE
1. LOCUS IS A.M. 68, PARCEL C25,
ELEVATIONS 1:'.LjAUW APP kSSIGhIED
3--
LOCUS IS IN FLOOD ZONE C ON FfRM DATED JUNE 17, 1986.
4.
ALL PIPES TO BE 4" , SCH 40, AND PITCHED AT 1 ' /4' PER FOOT. (UNLESS NOTED)
.5-
MUNICIPAL WATER IS AVAILABLE. LOTS W[.THiN 100' ARE ON TOWN
WATER.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14",
8.
IF TWO OR MORE I-INES, WATER TEST D-BOX FOR EQUAL FLOW
D-BOX EXIT PIPES TO 8E LEVEL FOR FIRST TWO FEET.
�
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3% OR VENTING MUST BE
FROVIDED.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN
PLACE.
LOCATION MAP
ADE".
ONE COVER OF TANK TO ICE Wf.,THtN 6" OF GR1� 1, T�%[) I
10. STONE TO BE. DOUBLE WASHED 3/4 TO 1 / 12 WITH 2 MIN. 1/6 TO 11z PEASV 11
1. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF' AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROU'IND; AND U14DER LEACHING TEST HOLE I
IS TO BE CLEAN GRANDULAR SAND MEET4NG SPECIFICATIONS OF 310CMR 15.2r,:5(3),
13. PUMP AND FILL ANY EXISTING CESSPOOLS.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (iri�che-s)
0 E laser lCyr 15/1
TEST HOLE DATE: November 13, 1996 3" _- lc;arrny sand
PERFORMED BY: Ron Coditlac, Soil Evaluato,
i),VITNESSED BY: Amy L. Von. Hone, RS
PERC RATE: <2'-00"/inch (Cl & C2 layer)
SOIL SURVE-Y(1993): Carver coarse s,,3n,.,l 32"
GEOLOGIC MAP09136): Horwi,11h outwash plain deposits -
Irivert 1!9.00
/bie-d��-b_affie It 17.96
Exinver
sting I 1�
Proposed 11)
0.
18.2
S=3/8",/ft r1OP PEA STONE
Existing 106'
1000 Gal. I 12/0
6"
77: F
.rt 18.13 -Invert !.7 0 771, 17.2
5 Use 6" Stone under Proposed Proposed Bottom
V_
0.7' Frimpter Adjustment
Usino AIW'230-I\.ov. 96
DESIGN DATA Zone C I- . .. -
OBSf._RUED WATER=11 5
�j
BEDROOMS:
GARBAGE GRINDER:
No
REoUIRE0 CAPACITY-
330 CPD
SEPTK, 7 ANK:
1500 CAL
BO'TGM LEAC-iING AREA
-13-; 5 SF
[(39.5' X 11').]
SIDE LEACHING AREA:
50.5 SF
[2111'+ 395) X 0.5' DEEP)]
DESIGN CAPACITY:
358 GPD
[(434,5 SF + 50.5 SF) X .74,
GPD/SF]
THI'S PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINPL RED STAMP AND SIGNATURE.
0 F
t
OMALD NS�,, _W&ON DX,',,-
0 # i79V
#10 0
Su
Iz�IbJ��,
ALTH AGENT APPROVAL
DA�f'
LEACH ,AREA
.JSE 5 CLL-E(--: CONTACTOR 100'S
WITH 4' OF STONE OA THE SIDE__
AND 3* 0- STONE ON THE E-IDS.,
FOR A 11' X 39.5' X 6" DEEP
LEACHING AREA,
B layer I Oyr 5/6,
loomy sand,
C1 layer 1Qyr 6/13
medium sand
(W/30"'. gravel)
C2 layer 10yr 6/6
medium sand
observed water
L
ELEV.(feet)
20.3
17.6
11.5
10.3
SITS: P L AI'
FOR
RI CH AR H. A Y M PEE DI_E1 N
LOT 25, 114 QUARTERMASTER ROW, S., YARMOUTH, MA
DECEMBER 16, 1996 SCALE.- 1 )$ =20'
20 SCEIVIEM
DEC 18 1996 RONALD J. CADILLAC, PLS, RS
HEALTH DDEPTD PROFESSIONAL, LAND SURVEYOR & REGIs-rERED SANITARIAN
P.O. BOX .258
WEST YARMOUTH, MA 02673
(508) 775-9700 0 F_ 1