HomeMy WebLinkAboutEngineered Plan - 1998LEG NOTES SCALE MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: SCALE
TH I TEST HOLE LOCATION, NUMBER 1. LOCUS IS A.M. 42, PARCEL J13.
-W- WATER LINE MARKINGS 1. NO RESERVE AREA SHOWN. 310CMR 15.248. 2. ELEVATIONS SHOWN ARE ASSIGNED.
-G- GAS LINE MARKINGS (IF SHOWN) 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. 'UNLESS NOTED)
----OE- OVERHEAD ELECTRIC WIRES (IF SHOWN) 310CMR 15.212.
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
9.5 . 11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 3. USE 18" OF COVER OVER PROPOSED LEACH AREA. 310CMR .15.240(9) 6. COMPONENTS To BE AASHTO H.710, UNLESS NOTED. Hidden
1
4. VARY SEPTIC TANK TO BULKHEAD BY 5' (5' PROVIDED). 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
EXISTING CONTOUR !AveA ve
310CMR 15 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW k Island
-8- PROPOSED CONTOUR .211(l) D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. UQ
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. Road
TREE (IF SHOWN, NOT ALL SHOWN) �2 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
0 EXISTING SEPTIC COVER IMPERVIOUS BARRIER ALL 6 ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
0 EXISTING DRAINAGE CATCHBASIN AROUND LEACH @ EDGE 0- 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. LOCATION I
EXISTING DRAIN COVER 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
(5) N/F OFF 5' REMOVAL=133 L.F. 00
- CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
- = EXISTING DRAIN PIPE ECONOME C.6 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
o_ IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). TEST HOLE 1
SHOREY ROUND H-20 PUMP CHAMBER 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
MAKE FACTORY WATER TIGHT DRILL 3/8" WEEP/VENT HOLE LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
N/F OCKIe1_1 "AE31/ TnO 1017 t'n0"rD 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
.5 CONC. BULKHEAD=20.76 ASSIGNED
e ELLARD TEST HOLE DATE: May 20, 1998
PERFORMED BY: Ron Cadillac, Soil Evaluator 28"
`4 -CHECK VALVE 21.72± WITNESSED BY: Amy L. Von Hone, IRS
Invert 18.51* ALARM - 17" PERC RATE: <2'-00"/inch (C layer) 33"
ON 15$9 ALARM & PUMP NOTES Exist. Top Found. SOIL SURVEY(1993); Carver coarse sand
el. 15.35 Invert 19.13 M AP(l 986): Harwich outwash plain deposits 52"
11 OFF 8"
GEOLOGIC
1. ALARM TO BE WIRED BY ELECTRICIAN ON
20.5 SEPARATE CIRCIUT FROM PUMP, Existing Cost Iron
Bottom 14.18 6" STON UNDER Invert 18.57 57"
. ........... 2. ELECTRICAL WORK TO BE INSPECTED BY Invert 19.00±
Exist.
E.. ....... .
WIRING INSPECTOR. Use Gas Baffle
N CONTACTOR 10O'S (92
� LARM I'
A
ON -
OFF -
CExistin
Zottom 14.�18 6�" g Cast
Invert
Existing Cast Iron Invert 20.22
.3. ALARM TO BE LOCATED IN HOUSE.
*Run 2" PVC: line into and out Proposed
of pump chamber as high in 21.1 4. PUMP TO BE CAPABLE OF PASSING
8" knockouts as possible. 7 2 \> 1-1/4" SOLIDS AND INSTALLED IN STRICT 9"+ cover see detail 20.6
2 Ci "'1 .2 0.13 CONFORMANCE WITH MANUFACTURER'S
2'. .........
MAKE TOP PEA STONE
SPECIFICATIONS.
1500 G
'0 . ........... P
2 (0)
5. USE MEYER MW50, 1/2 HP PUMP, OR
o dl�l 0.9 EQUIVALENT. I WATER T J_
ELEV. (feet) I
20.3
Fill
A/E layer 10yr 4/2
loamy sand
8 layer 10yr 4/4
loamy sand
observed' water
C layer 10yr 5/3.
medium 'sand
16.0
15.5
Io r)
201.3 Invert 18.82 Sanitary 6 IVV
Tee
Proposed T
6
Bottom 14.32
N 19. .7 20.5 `2' 0. 7 19.7
N/F Inv Invert 20.20
18. 9 4%
Use 6" Stone under Proposed Bottom
Proposed
WALMSLEY P
y \\ ���� i 6'1
110 r 3 1
0.2'--8 of 10 year Adjustment
Q
CJ 19.0
9 Using Mash29-May.98
19. 1-1 1
9.2 Zone A
O N DESIGN DATA
1.3
X 21. 3
OBSERVED WATER=15.5
c:,
19BEDROOMS: 2
.
X 20.1 No
... .... GARBAGE -GRINDER: --LEACH AREA
20.9 N /P REQUIRED CAPACITY: (MINIMUM) 330 GPD USE 5 CULTEC CONTACTOR 100'S WITH 4' OF STONE ON SIDES,
9.1 0�1. 0 0 19. MCAULIFFE SEPTIC TANK: 1500 GAL. AND 30" ON THE ENDS, FOR AN 11' X 38'-6" X 6" DEEP
8 BOTTOM LEACHING AREA: 423.5 SF
3 11' X 38.5'] LEACH AREA.
Ul�. 19 LOT 1
SIDE LEACHING AREA: 49.5 SF
A 5' REMOVAL IS CALLED FOR OF FILL, TOP
2;�,�
19.p NOTE: THIS IS A SITE PLAN SURVEY
20.4 [2(11'+ 38.5')] AND SUBSOIL DOWN 52"± TO MEDIUM SAND.
-h20 2 BY THIS OFFICE AND NOT A PROP- DESIGN CAPACITY: 350 GPD
ERTY LINE SURVEY. LOT LINES
N 20.8 [(423.5 SF + 49.5 SF) X .74 GPD/S
SHOWN ARE APPROXIMATE, AS
9.4 C_ PUMP CHAMBER STORAGE CAPACI 220 GAL. BUOYANCY CALCULATIONS -PUMP CHAMBER
ks)
X CONFLICTS WERE FOUND BETWEEN
DOSES PER DAY: > 4 WEIGHT OF EMPTY CHAMBER AND 18" OF COVER
CONCRETE BOUNDS SET IN THE
..... CHAMBER= 3.04 TON (PER SHOREY)
NEIGHBORHOOD.
20.3 0.4 C Z, 18 COVER= 1.5' X 3.14(4.83'/2)2 X 110 LB./CU. FT. X 1 TON/2000 LBS.
18" COVER=6.04 TON
BUOYANCY CALCULATIONS ATIONS 1500 GAL. H-10 4 TOTAL= 114 TON + 6 04 TON = 9 08 TON
BENCH MARK --PK NAIL SET
IN PAVEMENT=20.10: ASSIGNED OO 20.1 C
N/F WEIGHT OF EMPTY SEPTIC TANK AND 9" OF COVER WEIGHT OF WATER --HIGH GROUNDWATER DOWN
TANK= 5.74 TON (PER SHOREY) (16.1 -14.18) X 3.14'(4.83/2) 2 X 652.4 LB/CU. FT. X 1 TON/ 2000 LBS.
WESTGATE 11 1 1 1 1 n" I= V I TnhI 10f)nn LBS WEIGHT WATER= 4.39 TON
20.4
ZI UUVr_n=./J A .).Vf A IV.-) A 10 L-0.
TANK AND 18" COVER ARE HEAVIER BY 4.7 TON.
9" COVER=2.45 TON
TOTAL= 5.74 TON + 2.45 TON = 8.19 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN i
(16.1 -14.32) X 5.67' X 10.5' X 62.4 LB/CU. FT. X 1 TON/ 2000 LBS.
WEIGHT WATER= 3.30 TON
TANK AND 9" COVER ARE HEAVIER 13Y 4.9 TON. SITE PLAN
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
BERN Apn v AP DEBOpAp r CULLE KI
LOT 13s 16 HIDDEN ACRES AVE., W. YARMOUTH, MA
JUNE 8s 1998 SCALE: 1"=20'
R FE 0 E EI W FEEZ 0
JUH 10 1390
HEALTH DEPT._, Pr)M Ain J CADILLAC PLS Pq
- b 13 [ 1.1 L)
HEALAGENT. APPROVAL. DATE
PROFESSIONAL LAND SURVEYOR Se REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 1
3' Impervious Barrier*
Top to be @ 20.6'min.1
Prop. 21.0 Top peastone Prop. 21.3 Prop.
21.4
ELEV,(FT.)
Prop. 20.6
22 . . .
. . . . . . . . . . . . . .
22
20 . . .
.
............. .
..............
. . .stone
3 fill ..........
20
e�is gra e ............ W..M.'
..... .... .. ... ... .
.......... ......
...... .............. ..... . ..... .....................
18
ean g ra n d u I a r
. . .
16.
. . . . ........
rl
.......... ............................... ..............
B layer
16
C layer medium sand
SECTION A -.A
SCALE: 1
4' *Use AFCO 30 Mil Vinyl Flashing, or equivalent.
Overlap ends 1 foot. Seal with lap cement.
ZI UUVr_n=./J A .).Vf A IV.-) A 10 L-0.
TANK AND 18" COVER ARE HEAVIER BY 4.7 TON.
9" COVER=2.45 TON
TOTAL= 5.74 TON + 2.45 TON = 8.19 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN i
(16.1 -14.32) X 5.67' X 10.5' X 62.4 LB/CU. FT. X 1 TON/ 2000 LBS.
WEIGHT WATER= 3.30 TON
TANK AND 9" COVER ARE HEAVIER 13Y 4.9 TON. SITE PLAN
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
BERN Apn v AP DEBOpAp r CULLE KI
LOT 13s 16 HIDDEN ACRES AVE., W. YARMOUTH, MA
JUNE 8s 1998 SCALE: 1"=20'
R FE 0 E EI W FEEZ 0
JUH 10 1390
HEALTH DEPT._, Pr)M Ain J CADILLAC PLS Pq
- b 13 [ 1.1 L)
HEALAGENT. APPROVAL. DATE
PROFESSIONAL LAND SURVEYOR Se REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 1