HomeMy WebLinkAboutEngineer Plans - 1998NQUS
1. LOCUS IS A.M. 26, PARCEL USE. 0 0.0
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON FEMA BM RM27=7.46.
3. ITS LOCUS SCALES IN FLOOD ZONE B ON FIRM DAM JULY 2, 1992.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN TOO` ARE ON TOWN WATER.
e. COMPONENTS TO BE AASHTO H -W, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET FEE DOWN 141
B. IF TWO OR MORE LINES, WATER TEST D BOX FOR EQUAL ROW N�
D -BOX EXIT PIPES TO BE LEVEL FOR EAST TWO FEET.
E. DEPTH OF COMPONENTS NOT TO EXCEED 3` OR VENTING MUST BE PROVIDED. MGGLAY\NG
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTON CHIMNEYS IN PLACE, eQ\\.�
NOT TO
SCALE
Or BUG 0
• 11'04 1
I 3 I
1
3 1 At a
ONE COVER OF TANK TO BE WIhUN 6 OF GRADEG --
10. STONE TO BE DOUBLE WASHED 3/4 i0 l 1/2" WITH 2 MIN. 1/e TO 1/2" PEASTONE ON TOP. �y.\`+Z\N 11.D 11 1 I , M I LDGATIDN II
11, IF UNSUITABLE SOILS, OR SOILS DIFFERIIJG FROM THE 501L LOG ARE FOUND, 1
CONTACT THE BOARD OF HEALTH, OR R.J,CADILLAC. � 12302
12, IF AN OVERDID IS CALLED FOR BELOW FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING " • 10J I
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CVR 15.250,
1,1 PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN �e-
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT GTYI . b' 1
14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 1,5 y SD" . 10T9 1 /- l 7 1 TEST HOLE '1
�6�\ -h z 1 DEPTH gnaree) BLEV(Set)
5 r `� d 1OT4 I hyml 1 is Fn as
FS. n_ 10 -'� 1b.e ISI 1
a __ _ \ e , f 1 G.5 - J 1 I /E 10 tON 4/1
BUNCH MAFN--TGF 6" 0'\ 1fj \ "QS f i / Igil 9.5 1 ig" Iooto .ana
SPIRE SEi=i1J9 NGVD28 Jp!\S qq��0/ 1 I IoW 10N 6
�1Q '(D 00Fm5 \V �..� 10.6' tU:9 �LJP / I 3T IccmYecnASBUILT � 9.5
APPROXIMATEER&ATIONBA ED N,1 \A IS p652� 1 5 it 010.7 1// �1 1 BENCH MPRH --TOP 6" SPIKE
16. .1c I I SET
9J3 NGVD29 C Ivyer 25Y 6/6
UPON INFORMATION.
CARD ARADO I-\ 10.6 I 5A mmlum acne
ASSES TIES IN SOME
CASES TIES PRODUCED 11'9. 11.9 "'fl,5 1\1.0 1 �'..
do
TWO POSSIBLE LOCATIONS. 11 7z \ 10.5) I
MOST LIKELY SHOWN. / \\ �`Z< \ n1\ - / I TEST HOLE DATE: June 18 1998 <eeL.vss •ate, ea
f 10.9 pFq? r 1 PERFORMED BY: Ron Cadillac,sol Evaluator BS" - -
1.9-.,7 x I 1 WITNESSED BY: Amy L Von HI RS
0 E /NI� / ✓// 1.6 1tSN 11.0 8 T I 1 PERC RATE <2 00 finch (C layer) CY 28
/VIN/ E, % / _ I I SOIL SURVEY(1993) : Crown a a � ane
X60 .11.9 ,(Y/ 11.0 10R 103 / 1 GEOLOGIC MAF(1986): Harwich outw°sn plain deposits
Til Q, N.A;j� 11.8 !/// N 5 re 0 11.4// /i 11.1 -9 " 06 1 I TEST HOLE 2
1.4 y2 F� T 1 k 114 a/1 10 03 1 DEFTA Onvnes) EFv.h"O)
We
Aloammaa/z
-fl J? / ,,, 1 ml 11 / / FAA 10.9 �•' .4 I a" r wna
5/2
11.6 goP?��. 109 9 D I a" m
11 - _ _ I B 1 , 1DY. s/e
o.o 6 r �12.OtA / � / 11. 20 1 11 �� IGT A1.4 11,a 11 1 - ' 1 - 7 { 1 N u. mY ewS 79
B Y,�> j 1 v mN 2% # IF
N\1 00 � 2� TF 113 Imo, L J 1 �A�r O TM fj I rarer 2,y a/5
Ipg-P/"� C 1T6 �i.s " AQUA CIRCUS 4A Mason, and
R { 9.4
11.4 11.2 I �./ .17.6 11. b\ NY i 1 I�; I IN<P nTON <.HED P __
12. \ 1500 \ v 1 / 11.3 I ALL SYSTEMS TO BE INSPECTED BY
n 115 I _ / - _ ch 1 R.J. CADILLAC, IN ADDITION TO ea" s.0
120 \\� ,UNIT \ 11.5 / 'cqy:. TYP PROP I HEALTH DEPARTMENT INSPECTIONS:
BUMPERS 1 +3
.moi Y9 \ 1/ e s 1 .I. I 1. CALL FOR HOLE INSPECTION
Z \Z \ w
c '•\x f' I AFTER REMOVAL AND PRIOR TO
ur 0 pd \ 11.5 `11.3 X l 1 2 rrn& I PLACING SAND.
a 1 �,, v� " 9. HAND BORING 3
g•'s. X11.6 I UNIT �6 �* 1 2. CALL FOR FINAL INSPECTION.
1 11.5 1 .22 1 8--•� T, N /v it 'i'Q�'= 9J I Draw (inches) ELEV(r,et)I
oil VQ i+ 0.2 I PRGNDE ADEQUATE NONCE FOR N- 0 1m
^ HTS _ �jE 1� tV�•,N ST ^ g A 9.2 SPECiIONB. CALL BEFORE 8 AM IF
\ 1 \'" I A IDT YOU NEED INSPECTION THAT DAY.
V 11.4 1 11.0 1 V A S 1 5 HII
1-fi1.3_--.1 13 10
1 T T a _ i A\ V 1 3 T Clean out uO ces....a "FAR 4.4
" 11.3 11.6 A O 11.0 X UNIT 24 / x ( 9.3 72' n
1 A,1 N7P�0 m .......18118 A11p 109 d- I cosIOr5/4
11,0 \ \ At ' I and
6
I I®11.3 // � 10.171
IIENCH MAUK--TDP PK NAIL $ET 1,S6 3 1 I
IN PAVEMENT = 11.27 rvGw2s 1 A, C4
`{i x.110.6
' 11 i�H`.oA LEACH ADJUSTED {.A' 1 I
TO FIT PAVE - TEST HOLE 4
\ \` 11 '1
MENTI CUT - 11 1A DEPTH (inches) ELEv.(leet)
G 0 2 FO I v A oom myr 4/z 10.4
j\ V ti 1 6 Y wna
T1 4 AVENN J 10 ] O SAm � A "U / G4 13 0 - I H {oWhylOso5/8
d
f 11,2 \tD4 1(pg > 10, 25'
I s s_ ss i 25' as
pp } 110 �' 9.8 8 \ O I C lore, 25y 8/4
I j1 1 St " G 6 s' I CAUTION: 96<' m m sone
1 _ 2 PAVEMENT 6 m ;8 / (j SHORING, AND OR SUPPORT MAY BE NEEDED
- - - -F _ _ c TO KEEP BUILDINGS FROM SETTLING WHERE _
BENCH M RK 1`W FK NAIL SEi •'A 1 /_ '-'� 3 5 'TAF / � - 1`710 TANNODAPE PROPOSED SNOR CLOSER 09 47
IN PAVEMENT laza NO D29 M I 1'� s i DRflIM4 a' TO BUILDINGS. ea J4
/ ORMS.3 zo
e,G a 1 HB 3/ 1 v q 7 1,
m
/(q
N ( n'q o 9 - 4 9.0 MAXIMUM 1 m n.
12 10.0 1 � T BNR 4 -.... _...,� �
a n Do �I 2 F04 10.� 2 aDRMS 5 1 VARY
Y4
LEACH AREA 10 PROPERTY LINE BYSYSTEM 1- :
N 9,
o 3p i 11 \ - i \ / SYSTEM 50 CMR 1 I'
Nr. z `Y - 04 ---A 9.8 _ \ 9.4 y 9,2 2 VARY SEPARATION 5.211 )TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
s< a ___ _ 1 ct 1-. ` 9.$ 310CMR 15.212,
VSH REALTY CORP • 11.8W �- - r -a 6 \ 3. NO RESERVE AREA SHOWN FOR SYSTEMS 3, 4, 5, & 7. 31OCMR 15.248,
10 1216 W 10.3SSE ` '� 1 ? N/F 4. VARY SEPTIC TANK TO CRAWL SPACE BY:
�"- •/ "-. _< m \ ( I YANNATOS SYSTEM 1- T
1 1 pNAt 3 p 6 SYSTEM 4- 2'
12.1 I 5T 1 TOBXAM q J j 9.3 SYSTEM 5- 2'
10.0 0 1 BORMS - 9.JL- C,'.. 42 1 SYSTEM 6- 4'
1 n 2-•a-""- 1 310 CMR 16.211 (1).
5. ALLOW LEACHING TO BE OFF CRAWL SPACE BY:
�' SIP TY/�� PO cn \ 1 SYSTEM 2 SYSTEM 1- 9
FENCED IN ARE / I P HUMP PRO\ \ 1 SYSTEM 4- 8
- \ \ 9.7 , 9.6 SYSTEM 5 1 3
k1>H
POOL A 1 9 pN1t 2 -e \ SYSTEM 6 10' T
1 .111 5\I 104 ` 1 �7-0 A SYSTEM 7 10'
1 9DRM5 \ \ 1 310 CMR 15.211 (1).
J 9$ �- \ 2/ : TH\i �4 1 G. VARY PUMP TO CRAWL SPACE BY:
3 / _ n
701] \ \171\\ ;' 9.6 1\ SYSTEM 1- 6,51
.8 \ \ \ \� SYSTEM 7- 5'
I A T +0 9, y19.A3 1 310 CMR 15.211 (1).
t x \ l -. - - a, �, 1 7. USE 8" COVER OVER ALL LEACH AREAS. 310CMR 15.240 (9).
5 I !g - i V A M 4 9.3 8. USE e" COVER OVER MOST SEPTIC TANKS. 3'I0CMR 15228 (1).
9 10.1 3 ' I t\\ \` 1\ SNC>1pq T 99 1 1 9. VARY REMOVAL BY 3' FOR SYSTEMS i & 4 OR ANY OTHER
10.4 / UB 991 Af \ \4 ` g0µM5 1 1 ` 9.5 1 REMOVAL SHOWN IF MOVING BERRIED UTILITY LINE CAN BE
+ 10.3 99�Tq\I ( 11 AVOIDED. 310CMR 15.255 (S)
PAVEMENT i§ 1 \1 �* \ .6 \\m 1010.1 94 w g.6 1D NO D -BOX USED SYSTEM 5. 31OCMR 15.232 (1)69.51. .
N 696
AS 2405 /oL- 1 0 �/ F�^11. \\1"j*" 110 11 9.6 l 9.5 ` �-�31 RUNNING THROUGH PROPOSED LEACHINGNOTE: GAS, WATER AND OTHER S
8 70• 7 9_ ,5 - f9.4 \ AREA MUST BE MOVED.
9 4
i HENCH MARK TOF PK NAIL SET
L�149.OpIN PAVEMENT = 955 NI
Ro
L--.10 - -\
p j - 'I0.1 8 RERO
61` f1` UTE ANY WATER LINES WITHIN
_ 10' OF PROPOSED LEACHING
(STATE HIG
Hw
USE DIG SAFEI NOT ALL UTILITIES ARE SHOWN!
I
ip 1H i TEST HOLE LOCATION, NUMBER
W- WATER LINE MARKINGS (NOT ALL SHOWN)
-0- GAS LINE MARKINGS (IF SHOWN)
-SIE- UNDERGROUND ELECTRIC WIRES (NOT ALL SHOWN)
" 9.5 x11.0 EXISTING Q PROPOSED ELEVATIONS ('X' MARKS POINT)
111111
,-6-1, EXISTING CONTOUR
-81 PROPOSED CONTOUR
2. UTILITY POLE (IF SHOWN)
0 EXISTNG SEPTIC COVER
28
naryNc� �mar.y
O D �6, :RRNA
L4M
coon A ?
4°0
Oa
°nxneea+ Px°°uxve+o
AGENT APPROVAL DATE
RECEIVED
SITE PLAN MAR221001
PCP HA
BEACHWOOD CONDOMINIUMS
638 ROUTE 28, WEST YARMOUTH, MA
SEPTEMBER 4, 1998 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. Box 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 3
SYSTEM 10
UMt 3
S1L1n10 4
SWD� O 4
NO BARRIER
n
M
I
I
�� 11
FJ 11
NO
NO BARRIER HERE
SYSTEM 3�
BALANCE 20'
SECTION OF
PIPE WHERE
IT CROSSES
WATER
SYSTEM 0
VN.1 4
10 010.4
4
k
,StU,, p�5
Rp00�?
ry
try to
JJ \ z
io
DIRECT SEWERS TO
SEPTIC TANK.
SYSTEM Q4
JMB SEWER
TO EXIT WITH
ERS BELOW SILL I
OLLOWS:
IT 9- 16 1/2"
IT 7- 16 1/2"
SYSTEM
FOG
BOTrOM SILL
SYSTEM 10
GRADE WILL RISE OVER LEACH AREA.
Pros"vP5 oEPTIG IA i% _ IIm
Pro Felt PUMP CHAMBER "'°"'"
1500 GAL. H-10 Insert 765 1500 GAL.H-10
lived g.64 16' X 36' LEACH FIELD
MAKE FACTORY WATER over Use Cm Baffle Propased Pipes pitched sit/16'/11.
provide 6" cover MAKE FACTORY WATERT HUG 10.0
5=1/4/ff. pRKL 3/8' rvEEP/vEla xOLc TOP PEP STONE
S=1/4/ft 5=1/2/fl.
1500 Gal. p^ Line proof de 1 covert 7'0
14
S=1/4/ft Protide 6" cover
�,/B/ft.
1500 Gal.
1
Use 6" Stone under
Proposed
4
5
7--T- 1
�
REPLUMB ALL DRAINS INTO
Insert 969
BEDROOMS:
3
PROPOSED SEWER LINE
SYSTEM �3
REQUIRED CAPACITY:
330 GPD
RAISE EXISTING LINE
1500 CAL
BOTTOM LEACHING AREA:
422.6 5F
WHERE IT EXITS FOUNDATION.
vert it 1065
SIDE LEACHING AREA:
49.4 SF
[95.8' PERIMETER X Ob' DEEP)]
DESIGN CAPACITY:
349 GPD
13.3
i6' X 38' LEACH FIELD
PE INTO EXISTING
End tort Ircr•
Um Gas Battle
"*H-10 Tank may be used if bumpers/barricades erreclted
7
TOP FoorvD.
to keep vehicles off.
6" 0
Invert 10.96
9.9
Pipen pitched A t/i6^/ft.
propmai
insert 1046 6 L & i D FLOWDIFFt1SORS
Invert 9.62
H-2
/Use oce Baffle Invert 10.04
0*
provide t7" wwr
MAKE
FACiORT
o
S=1/4/ft, provide 6"*cover Pr poses 104
OF COVERTES
n ARM n P P rv°
PUMP CHAMBER STORAGE CAPACITY:
Use fi" Stone under
Proposetl
proposed
TOP PEA STONE
5=1/8/fL
1500 Gal.
S-1/8"/ft.
n Rlu Arno'
WEEivold lip¢
S=1/8/ft- provide 8" cover
too
rcP pEA s CINE
TO BE PLUMBED
1500
Gal.
1
TOTAL= 10.61 TON + 5.30 TON = 15.9
TUN
2- ELECTRICAL WORK TG BE INSPECTED BY
WEIGHT OF WATER --HIGH GROUNDWATER
1 m.ert 10.71
F
Proposed
Invert 10.21 Invert 9.66
4 O. 8.9
q" Line
WEIGHT WATER= 4.74 TON
Use 6" Stone
under rlropoxd Proposed 1
Bottom
IT FEARS
_..,.,�1.._Lwxrlall_. _
25'-I
15.
5-i
_ -. -CH€CK VALVE _. _
_
VENT .., `.
„_-DESIGN DATA__.
1-.12
f-
16'
ALARM
2]'
8 10 y Ad1xNow
t
TTX OF IN
�`
A
Hon MA H29-JNne 96
3.46
DESIGN DATA
Zone
Zane B
GBSERVLn WATER=4.7
BEDROOMS:
6
1 l
5ti_
GARBAGE GRINDER:
No .
BEDROOMS:
REQUIRED CAPACITY:
660 GPD LEACH AREA
SEPTIC TANK:
1500 GAL.
ProP^sedq•
BOTTOM LEACHING AREA:
788 SF USE 7 FLOWOIFFUSORS, AS SHOWN
GARBAGE GRINDER:
No
[AR X 12')+(24' x 12')]
WITH 4' OF STONE ALL AROUND, FOR
B tom 3.11
SIDE LEACHING AREA:
FADS) OF A 40 BY 12' AND 24' BY 12' LEACH
[152' perimeter X 0.96' deep)]
AREA.
DESIGN CAPACITY:
676 GPD A 5' ALL AROUND AND UNDER REMOVAL
[(768 SF + 145.9 SF) X
.74 GPO/SE] IS CALLED FOR DOWN 6' TO COARSE SAND.
SYSTEM
9-11,7
7- 118
_
8070M s1u
GRADE WILL RISE OVER SEPTIC TANK.
Mr 9 10.15
InveM1 7 1035
Invert 9.62
proposed
Doe Coe Anne Invert 9.40 5 CONTACTOR 100'5
JMB SEWER
TO EXIT WITH
ERS BELOW SILL I
OLLOWS:
IT 9- 16 1/2"
IT 7- 16 1/2"
SYSTEM
FOG
BOTrOM SILL
SYSTEM 10
GRADE WILL RISE OVER LEACH AREA.
Pros"vP5 oEPTIG IA i% _ IIm
Pro Felt PUMP CHAMBER "'°"'"
1500 GAL. H-10 Insert 765 1500 GAL.H-10
lived g.64 16' X 36' LEACH FIELD
MAKE FACTORY WATER over Use Cm Baffle Propased Pipes pitched sit/16'/11.
provide 6" cover MAKE FACTORY WATERT HUG 10.0
5=1/4/ff. pRKL 3/8' rvEEP/vEla xOLc TOP PEP STONE
S=1/4/ft 5=1/2/fl.
1500 Gal. p^ Line proof de 1 covert 7'0
14
S=1/4/ft Protide 6" cover
�,/B/ft.
1500 Gal.
1
Use 6" Stone under
Proposed
9-14' 1
5
7--T- 1
�
DESIGN DATA
Insert 969
BEDROOMS:
3
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
330 GPD
SEPTIC TANK:
1500 CAL
BOTTOM LEACHING AREA:
422.6 5F
[(35.17' X 1'I')+ 3.25 X 11']
vert it 1065
SIDE LEACHING AREA:
49.4 SF
[95.8' PERIMETER X Ob' DEEP)]
DESIGN CAPACITY:
349 GPD
[(422B SF + 49.4 5F) X .74 GPD/SF]
i6' X 38' LEACH FIELD
cove11 n
98
USE 5 CULTEC CONTACTOR 100'S
WITH 4' OF STONE ON SIDES AND
33" STONE ON D -BOX END AND
15" STONE ON VENT END IN
SHAPE SHOWN.
A 2' REMOVAL IS CALLED FOR
DOWN 25"3 TO MEDIUM SAND.
S=1/8/ft.
IFFEIPLUMID Y.E6
SYSTEM
O
LINES TO EXIT WITH
nproposed
SEE PLAN VIEW
CENTERS BELOW SILL
Insert 969
AS FOLLOWS
TOP�T. SILL
608 SF
UNIT 13- 8 1/2"
PUMP
seed
overt 13 10.29
GRADE WILL RISE OVER SEPTIC
TANK
AND LEACH AREA.
vert it 1065
24'
A 5' REMOVAL IS CALLED FOR
Invert 10 10.07
rt 964
overt 9.83
i6' X 38' LEACH FIELD
PE INTO EXISTING
End tort Ircr•
Um Gas Battle
7
CONTACTOR 75'SI
S=1/4/11. provide
6" 0
449 DEC
9.9
Pipen pitched A t/i6^/ft.
S=1/8/ft.
IFFEIPLUMID Y.E6
ON CENTER AND 32 FROM EDGE.
LINES TO EXIT WITH
nproposed
SEPTIC TANK:
CENTERS BELOW SILL
Insert 969
AS FOLLOWS
Proposed/
608 SF
UNIT 13- 8 1/2"
PUMP
seed
UNIT 11- 8"
s206" Stone under
Prof
UNIT 10- 10"
13
24'
ver Invert 7.01 CHECK VALVE ----- 6" min.
Proposed ALARM 27 1/2
3.30 ON 24"
Bottum CFF 19• 434_ Inver) 959 4 0' 6.9
Use 6" Stone under Bottom 2m Propos d , 1 Bottom
r- 3 l F- 27 r12=r 1 e
6" STONE UNDER 5 02' 8 A 10 - Adjustment
Using MASH28-Jane 98'
DESIGN DATA ZOSE B
EEACH AREA OBSERVED WATER=4A
BEDROOMS: 4 USE A 16' X 38' STONE LEACH AREA B -
GARBAGE GRINDER: No WITH 6" EFFECTIVE DEPTH. RUN WEIGHT OF EMPTY CHAMBER AND 20" OF COVER
REQUIRED CAPACITY: 440 GPD 3 PIPES DOWN CENTER 64" APART, CHAMBER= 4.12 TON (PER SHOREY)
SEPTIC TANK: lips GAL ON CENTER AND 32" FROM EDGE, 20" COVER= i.a'Y X 483' X 8.5' X 0.055 TOIJ FT.
B070M LEACHING AREA: 608 SF PITCH AT 1/16"/FT. CAP ENDS. 20" COVER=3.77 TON
(36' x 15')] A 2' REMOVAL IS CALLED FOR TOTAL- 4.12 TON + 3.77 TON = 7.89: TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
SIDE LEACHING AREA: o OF DOWN 37" TO MEDIUM SAND. (57 -2.51) X 483' X &5' x 0.0312 TPM/CU. FT.
NONE WEIGHT WATER- 4.09 TON
DESIGN CAPACITY: 449 GPO BUOYANCY CALCULATIONS 1500 GAL. H-10 TANK AND 20" COVER ARE HEAVER BY 3.8 TON.
[SOX SF) X .74 CPD/5F] WEIGHT OF EMPTY SEPTIC TANK AND 6" OF COVER EARN & EU
ME
CHAMBER STORAGE CAPACITY: 440 GAL, TANK= 5.74 TON (PER SHOREY`r"R' ,•P xntc<
DOSES PER DAY: > 4 8" COVER=.5' X 5.67' X 10.5' X 0.055 TONS/CU.FT. L ALARM ro BE WRED BY MUSCIF JAN ON
8" CWER=1.63 TON SEPARATE CIRCIVT RAW PUMP,
TOTAL= 5.74 TON + 1,63 TON = 7.37 TON 2 ELECTRICAL WCRtt TO BE INSPELTED BY
ASKED OF WATER --HIGH GROUNDWATER DOWN WIRING INSPECRSR.
(5.7 -3.30) X S6P X 10.5' X 0.0312 TON/CU. FT. 3' ALARM TO BE LOCATED IN House
WEIGHT WATER= 4.46 TON 4. PUMP TO BE CAPABLE OF PASSING
TANK AND 6" COVER ARE HEAVIER BY 2.9 TON. 1-1/C muss AND M NUFA D IN SPLIT
CONF°RNANCE NIM NANUFACNRER'S
PECIWEVER NS
5, USE MEYEx MW`A, 1/2 HP PLUMP. CR
LG4 SYSTEM ® EQUIVALENT.
TDP BLOCK GRADE WILL RISE OVER LEACH AREA. -_
ne ",R 4--9.00 install 3 metal Covers to grade (as shown) I Am 980
�1I-3Q-F (
10-9
DESIGN DATA
BEDROOMS: 3
GARBAGE GRINDER; No
4.0'
cover
6' mm.
REQUIRED CAPACITY: 330 GPD LEACH AREA
SEPTIC TANK: 1500 GAL.
BOTTOM LEACHING AREA: 397 SF USE 7 CULLED CONTACTOR 75'S
[(a2' X 48.42')] WITH 3' OF STONE ON SIDES AND
S1DE LEACHING AREA: 56.6 SF 2' STONE ON ENDS FOR A 48'-5"
L2GL2'+ 4&42') X 0.5' DEEP)] BY 8'2" BY 6" LEACH AREA.
DESIGN CAPACITY: 335 GPD A 5' REMOVAL IS CALLED FOR
[(397 SF + 56.6 SE) X .74 GPD/SF] DOWN 25' TO MEDIUM SAND,
SYSTEM
Proposed Invert 9.64
Use Gas &
S=1/4/ft. provide 6" cover
=1/8/ft
1500 Gal.
R UNITS 3 Inv. unR 3--a.n
ON CENTER AND 32 FROM EDGE.
nproposed
SEPTIC TANK:
�
PITCH AT 1/16"/FT CAP ENDS.
20° COVER= V X 5.25 X 9' X 0:055 TON/CU. FT.
& 4, AS SHOWN. Proposed
4, AS
608 SF
invert 798
PUMP
CHAMBEk
[16' x 36')
I
TOTAL= 7.25 TON + 2AO TON = 9.65 TON
A 5' REMOVAL IS CALLED FOR
1000
GAL.H-20
overt 9.83
i6' X 38' LEACH FIELD
PE INTO EXISTING
Invert 9.69
/v/
NONE
Use Gas BaiOe
DESIGN CAPACITY:
449 DEC
Proposed
Pipen pitched A t/i6^/ft.
MAY NOT NEED
i'roposed
Invert 9.62
Invert 9 L
S=1n 4"/ft,
provide t7" wwr
MAKE
FACiORT
WATER TGHi
OF COVERTES
n ARM n P P rv°
PUMP CHAMBER STORAGE CAPACITY:
Use fi" Stone under
Proposetl
proposed
1500 Gal.
S-1/8"/ft.
n Rlu Arno'
WEEivold lip¢
5 1� B/tt
too
rcP pEA s CINE
TO BE PLUMBED
22'-�
2'
II -5'
TOTAL= 10.61 TON + 5.30 TON = 15.9
TUN
2- ELECTRICAL WORK TG BE INSPECTED BY
WEIGHT OF WATER --HIGH GROUNDWATER
DOWN
F
MAKE FFUCTUNY
1 ALARM TO BE LWATED IN HOUSE.
q" Line
WEIGHT WATER= 4.74 TON
[ uv de 8" f -
PROVIDE
THIS PLAN IS A VALID COPY ONLY IF
IT FEARS
_..,.,�1.._Lwxrlall_. _
_. kH4i31G
Invert$E6. _
_ -. -CH€CK VALVE _. _
_
VENT .., `.
„_-DESIGN DATA__.
-
Provaled
ALARM
2]'
min �:
_
TTX OF IN
�`
I
3.46
ON
e
I Bottom Use G' Stone under OFF
1 l
5ti_
Invest 9.59
6'6'
BEDROOMS:
2
ProP^sedq•
4.0' Softam
GARBAGE GRINDER:
No
I
B tom 3.11
4 CONTACTOR 1005
DO
TOO' PEA STONE
provide §" cover
6" min.
A-38 I I I REQUIRED CAPACITY: 220 GPD LEACH AREA
F- B-�D , -t 0' -i -t �' F-1. SEPTIC TANK: 1500 GAL.
4 0.2' 8 or 10 YU Adjustment
B' STO E UNDER Using MASH29-June 98 BOTTOM LEACHING AREA: 319 5F USE 4 DUCTED CONTACTOR 1005
LEACH AREA zone B [(29' x H')] WITH 4' OF STONE ON SIDES AND
DESIGN DATA OBSERVED WATER -47 SIDE LEACHING AREA: 40 SF 1' STONE ON ENDS FOR A 29' BY
USE A 16' X 38' STONE LEACH AREA BUOYANCY_PUMP CHAMBER [2(fl'+ 29') x 0.9' DEEP)] it' BY 6" LEACH AREA.
BEDROOMSR(UNIT9 3 is 4) 4 WITH 6" EFFECTIVE DEPTH. RUN UJ CAPACITY: 265 GPD A 5' REMOVAL 15 CALLED FOR
GARBAGE GRINDER: No 3 PIPES DOWN CENTER 64" APART, WEIGHT OF EMPTY CHAMBER AND 20" OF COVER [(319 SF + 40 SF) X .74 GPD/SF] DOWN 25" TO MEDIUM SAND.
REQUIRED CAPACITY' 440 GPO - 7 TON PER SHORE
Y)
ON CENTER AND 32 FROM EDGE.
CHAMBER- .25
SEPTIC TANK:
1500 GAL.
PITCH AT 1/16"/FT CAP ENDS.
20° COVER= V X 5.25 X 9' X 0:055 TON/CU. FT.
B070M LEACHING AREA:
608 SF
20" COVER=2.60 TON
[16' x 36')
TOTAL= 7.25 TON + 2AO TON = 9.65 TON
A 5' REMOVAL IS CALLED FOR
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
SIDE LEACHING AREA:
0 SF
DOWN TO MEDIUM SANE),(GUS
-3.11) x 5.25' x AD' X 0.0312 TON/CU. FT.
NONE
WEIGHT WATER= TON
DESIGN CAPACITY:
449 DEC
BUOYANCY CALCULATONS 500 GAL
H-20
TANK AND 20' COVER ARE HEAVIER BY 6 TON.'
[ECS SF) X GPD/SF]
.74
WEIGHT OF EMPTY SEPTIC TANK AND 17"
OF COVERTES
n ARM n P P rv°
PUMP CHAMBER STORAGE CAPACITY:
440 GAL.
TANK= 10.61 TON (PER SHORE'd
DOSES PER DAY:
> 4
17" COVER=1.42' x 6.17' X 11' X 0.055
TONS/CLLFT.
L ALARM TO BE WRED BY ELECTRIGAN ON
17" COVER=5.30 TON
SEPARATE ORGUT ROM PUMP.
TOTAL= 10.61 TON + 5.30 TON = 15.9
TUN
2- ELECTRICAL WORK TG BE INSPECTED BY
WEIGHT OF WATER --HIGH GROUNDWATER
DOWN
WIRING INSPECTOR
(5.7 -3.40 X 6.17' x 11' X 0.0312 TON/CU. FT.
1 ALARM TO BE LWATED IN HOUSE.
WEIGHT WATER= 4.74 TON
4. PUMP TO BE CAPABLE DP PISSING
THIS PLAN IS A VALID COPY ONLY IF
IT FEARS
1- /4- SCUDS AND INSTALLED IN snelm
AN ORIGINAL RED STAMP AND SIGNATURE.
TANK AND 17' COVER ARE HEAVIER BY it
TON.
CONFORMANCE Yom MANUFACTURER'S
SPECIFICATIONS.
5. USE MEYER MW50, 1/4 XP PUMP OR
TTX OF IN
�`
I
A" ...
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
BEACHWOOD CONDOMINIUMS
638 ROUTE 28, WEST YARMOUTH, MA
SEPTEMBER 4, 1998 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
`ASST YARMOUTH, MA 02673
(508) 775-9700
PAGE 2 OF 3
Sill A 10.4
Sill B +015
A O *R
SYSTEM
J O I L.IVI
S"ENTERING
ARE ALTO TOP LINES
CHAMBER LOCK AND
SO THEYGROUTS
KNOCKOUT.
TOP BlOeK
GRADE WILL RISE OVER LEACH AREA.
THIS PROVIDES 220 GAL STORAGE ABOVE ALARM.
Invert A 100
AM
REPLUMB UNITS B I"v:rt B els
ROUND ** I^vert 10.1
Proposed
AND 5 AS NEEDED. p
invert PUMP CHAMBER
Proposed
SHOREY--H-20
Invert 9.94 2 FLOWDIFFUSORS
a Bodies
Uee Goo
Proposed
-
/1L
WATER
MAI HT
MAKE
min,
TII.
RULFAC3/eY U DU
DRILL ]/e' NEEP/VENT HP£
5=1/4"/fl
+0'4
S=1/8/ft.
1000 Gal.
TOP PEA STONE
-
L1ne
provide B" cover
P
Invert ] ]c
KE F C
MAKE FACTORY 2^
WATER ncnT Invert 7.44 CHECK
VALVE - - - - -
Propo:.e
ALARM Ie"
0,96'
- 129.
ON +*
Bottom Use
3'8B-
6" Stone under OFF
I1 9.86 B.9
Bottom.. 94 z.
4C'
Proposed Bottom
A-58"
II
4"
B�
�5'�
B'—�
0.2 B ofIV An Atljurtment
8" STONE UNDER UNDER
Using MASH2J-June 98
DESIGN DATA
LEACH AREA
=one B
OBSERVED WATER -a.)
USE 2 FLOWDIFFUSORS, AS SHOWN
3EDROOMS:(UNIT5 5 nd e) 2
WITH 4' STONE ON ENDS AND 3' OF
DygNcr CALCS-H-TED PUMP CHAMBER
GARBAGE GRINDER: W.
STONE ON SIDES, FOR A 10' WIDE
WEIGHT OF EMPTY CHAMBER AND 23" OF COVER
Out REQUIRED CAPACITY: - 22V
GPD LEACH AREA, AS SHOWN.
CHAMBER= 3.04 TON (PER SHOREY)
SEPTIC TANK: 1"40
GAL.
23" COVER= 1.92' X 4- X 114 x 0.055 TON/CU. FT.
A2
OF A 5' REMOVAL IS CALLED FOR
23" COVER -1,32 TON
BOTTOM LEACHING AREA:
DOWN 3'3 TO MEDIUM SAND.
TOTAL- 3.04 TON + 1.32 TON = 4.36 TON
[10' x (+o.z5'+ w )/2] +
5' REMOVAL MAY BE REDUCED
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
li 16 z
710' x (11,25'+ )/ ]
TO 2' TO AVOID GAS OR ELECT.
(5.7 -2.94) x 4' X 3.14' X 0.0312 TON/CU. FT.
SIDE LEACHING AREA: ) OF
WEIGHT WATER- 1.08 TON
[16 + 16 + 10.25 + 19.251 X .96
BUOYANCY ImLCULATI0N3 3920 f.A1 H-10
TANK AND 23' COVER ARE HEAVIER BY 3.2 TON.
DESIGN CAPACITY: 1C
GPD WEIGHT OF EMPTY SEPTIC TANK AND 18" OF COVER • •°u n oHUP NOTED
[(262 SF + 50 SF)] X .74 GPD/SN]
TANK- 4.12 TON (PER SNOBBY)
PUMP CHAMBER STORAGE CAPACITY: 221
GAL, 18" COVER=1.5' X 4.83' X AS' X OD55 TONS/CUST 1, ALARM TO BE WOOD BY ELECTRICIAN M
13Y COVER -3,38 TON
SEPARATE CIRCIUT FROM PUMP.
DOSES PER DAY: A 5
TOTAL- 412 TON + 3.38 TON - 7.5 TON
2. CHEMICAL WORK TO VE INSPECTEU By
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
WRING INSPECTOR.
(5J -3.29) X 4.83' X 8.5' X 0.0312 TON/CU.
FT 3' ALARM TO RE LOCATED IN HOOL
WEIGHT WATER- 3.09 TON
a. PUMP TO BE CAPABLE Of PASSING
1-1/4 SWus AND I+bTAUEO IN STRICT
TANK AND 18" COVER ARE HEAVIER BY 4.4 TON,
CONFORMANCE MIH MANUFAC UBGS
SPECIFICATIONS.
5. U4£ MEYER MABO. +/2 HP PUMP, OR
-
ANY WATER LINES WITFIN
FIR OF PROPOSED LEACHING
10
THIS PLAN IS A VALID COPY ONLY IF IT EARS
AN ORIGINAL RED
STAMP AND SIGNATJRE.
OM•
4
�xoSlpq�
ONA �n
leo
� 1 RON LIJ
� JA
AM
o E�
� o
4
HEALTH AGENT APPROVAL
SITE PLAN
FOR
BEACHWOOD CONDOMINIUMS
638 ROUTE 28, WEST YARMOUTH, MA
SEPTEMBER 4, 1998 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
DATE P.O. BOX 258
WEST YARMOUTH, MA 02873
(508) 775-9700
PAGE 3 OF 3