83-1598 - Sewage Disposal Systemn
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DESIGN DATA z S -/-~Z 13'
SYSTEM DESIGNED FOR GARBAGE DISPOSAL 8' 00 ' - � /• , �J
IIV'DR.AULIC I.OADING - 6 BEDROOSIS X IIOGPD,!BR= 660.0 CPDDEEP OBSERVATION HOLE N 1 DEEP OBSFRVATION HOLE N 2
'
r Performed b March
h31, 19 Per C TE TT Y
TANK DESIGN Pniurmee by Rohen 3T. Perry, P.E. y r2' P-� l
PRO\TIFF 711'0 SEPTIC TANKS IN SERIES Tnt Date: March 31,1999; Witness: Amy Von Hone, Yarmouth Health Dept, Int Date: hTarch 31, 1999; Witness: Amt Von hone, Yarmouth Hnhh Dept, "_ GG '
91. 200% X 660 GAL. = 1,320 GAL. - PROVIDE 1500 GALLON SEPTIC TANK, 11-10
02.100% 660 = 660 GAI- - PROVIDE 1000 GALLON SEPTIC TANK, 11-10
SAS DESIGN
PERCOLATION RAI E - LESS THAN 5 MPI
LONG TERM HYDRAULIC LOAD R ATE = 0.74 CPD"S.F. t L5 = 0.49G.A1./S.F.
SIDEVVALL AREA (2 UNITS)(2)(39'+12.83•)(2') = 414.6 S.F.
BOTTOM AREA - (2 UNITS) 39'R 12.83'= 1,000.7 S.F.
WADING: (414.6 S.F. t 1000.7 S.F.) 0.493 GAI/S.FJDAY = 697.8GPD
TOTAL LEACIIING CAPACITY= 697.8 GPD
devotion
depth (in.)
horizon
• Ir \
color
mottling;
GENERAL NOTES
23.5-23.2
�S
c
\
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HEMIC
L ELEVATIONS REFER TO NGVD DATUM. ELEVATION BENCHMARKS ARE THE TOP OF THE
LOT CORNER; N
a a� ' \ �'N• `
( •
-
4-6
CONCRETE PROPERTY BOUNDS: 01 -THE LOT LINE NEAR THE NORTHEAST
loam.rand
r
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2 SOUTHWEST LOT CORNER NEAR GREAT ISLAND ROAD. CONTACT CAPE COD
6-9
t .'
`
foam. sand
.
ENGINEERING, INC. FOR ADDITIONAL ELEVATIONINFORMATION.
THE STATE SANITARY CODE, TITLE
05!
9-28
B
2. ALL CONSTRUCTIONMATERIALS SHALL CONFORM TO
ICYR54
It
`'� "J
11.2 - 16.E
5 AND TOWN OF YARMOUTH HEALTH REGULATIONS.
Cs
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2.5Y 514
poekeD
3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE HEALTH DEPT. AND CAPE COD
16.E -12.5
� !•. VMO
Ca
loam. gaud
ENGINEERING, INC.')
4. INSTALLATION CONTRACTOR SHALL VERIFY WITH PLUMBING CONTRACTOR THE SOIL
tleauer
\
" L _T�"�N GF/�
PIPE EXIT LOCATIONS AT THE FOUNDATION PRIOR TO SETTING COMPONENTS AND
R - a • �" �, .
\
S
MAKING CONNECTIONS.
•�
S. WHERE THE PROPOSED WATER SERVICE PIPE CROSSES THE GUEST COTTAGE SOIL PIPE
_
PROVIDE A 20 FT. LENGTH OF SCH. 40 PVC SOIL PIPE CENTERED ON THE POINT OF
CROSSING. PRESSURE TEST TO INSURE WATER -TIGHTNESS. THE SOIL PIPE FOR GUEST'
l.-
CONNECTION TO THE SEPTIC TANK MAY BE INSTALLED AND CAPPED PRIOR TO
I Ills
"I' ,� ,Z �,� < < COTTAGE
ILIIwD v114xz' 1='! Get vin/,L,rO GUEST COTTAGE CONSTRUCTION IF NECESSARY TO LIMIT FUTURE LANDSCAPE
t, f* i .• - ���
DISTURBANCE.
6. A 5 FT_ PERIMETER EXCAVATION IS REQUIRED TO REMOVE UNSUITABLE SOIL AROUND
!
\� s A K 0MD
$p
AND BELOW THE SA.S. TO A DEPTH OF APPROXIMATELY 7 FT. REMOVE THE SURFACE
14 �.
SOILS AND THE Cl SOIL LAYER SHOWN IN THE SOIL TESTS. REPLACE EXCAVATED SOIL
��� �`•' -"� -
WITH A SUITABLE SAND FILL MEETING TITLE 5 SPECIFICATIONS. CONSTRUCT THE SAS IN
DgT T -.
THE NEW MATERIAL. REUSE EXCAVATED TOPSOIL AND SUBSOIL FOR EARTH COVER AS
_ MNNTV
NEEDED-
7. INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC. (508896-4861) FOR A SOIL
"-
LOCUS MAP -
QUALITY INSPECTION OF THE PERIMETER EXCAVATION. CONTACT THE ENGINEER IF
ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS ENCOUNTERED DURING
CONSTRUCTION.
8. INSTALLER SHALL CONTACT ENGINEER ALSO AT COMPLETION OF CONSTRUCTION FOR
-
- SYSTEM CERTIFICATION IF REQUIRED BY THE TOWN.
9. NO KNOWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM OTHER THAN
THE PROPOSED WELL INDICATED. NO KNOWN SEPTIC SYSTEMS EXIST WITHIN 200 FT. OF
THE PROPOSED WELL OTHER THAN THE PROPOSED SEPTIC SYSTEM SHOWN.
10. PLAN REFERENCE: LCP N 4075 J, SHEET I1 OF 13.
-
0
21
1-07-42
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at
7 , E fiDP / l'EAGy ACCESS
---�
DESIGN DATA z S -/-~Z 13'
SYSTEM DESIGNED FOR GARBAGE DISPOSAL 8' 00 ' - � /• , �J
IIV'DR.AULIC I.OADING - 6 BEDROOSIS X IIOGPD,!BR= 660.0 CPDDEEP OBSERVATION HOLE N 1 DEEP OBSFRVATION HOLE N 2
'
r Performed b March
h31, 19 Per C TE TT Y
TANK DESIGN Pniurmee by Rohen 3T. Perry, P.E. y r2' P-� l
PRO\TIFF 711'0 SEPTIC TANKS IN SERIES Tnt Date: March 31,1999; Witness: Amy Von Hone, Yarmouth Health Dept, Int Date: hTarch 31, 1999; Witness: Amt Von hone, Yarmouth Hnhh Dept, "_ GG '
91. 200% X 660 GAL. = 1,320 GAL. - PROVIDE 1500 GALLON SEPTIC TANK, 11-10
02.100% 660 = 660 GAI- - PROVIDE 1000 GALLON SEPTIC TANK, 11-10
SAS DESIGN
PERCOLATION RAI E - LESS THAN 5 MPI
LONG TERM HYDRAULIC LOAD R ATE = 0.74 CPD"S.F. t L5 = 0.49G.A1./S.F.
SIDEVVALL AREA (2 UNITS)(2)(39'+12.83•)(2') = 414.6 S.F.
BOTTOM AREA - (2 UNITS) 39'R 12.83'= 1,000.7 S.F.
WADING: (414.6 S.F. t 1000.7 S.F.) 0.493 GAI/S.FJDAY = 697.8GPD
TOTAL LEACIIING CAPACITY= 697.8 GPD
devotion
depth (in.)
horizon
Inlnrc
color
mottling;
other
23.5-23.2
0-4
O
HEMIC
23.2-23.0
4-6
E
loam.rand
IOYR S/2
13.0-22.8
6-9
A
foam. sand
IOYR 3/4
72.8-21.I-
9-28
B
loam. road
ICYR54
11.2 - 16.E
28 - ED
Cs
sand- loam
2.5Y 514
poekeD
a loan
16.E -12.5
10-132
Ca
loam. gaud
tleauer
me&
elevation
depth (in.)
horirua
texture
color
mottling)
other
23.5-23.3
0.3
O
HFNIIC
23.3-23.1
3-5
E
mm. and
IOYR 512
23.1-22.8
6-9
A
loam. sand
IOTA 314
22.8-21.0
9-30
B
toam. sand
IOYR 518
21.2-16.5
28-E4
Cl
rand. loam
2.5Y5,14
pocleb
s. Ioam
16.5-12-5
90-132
G
loam. sand
elraner:
med.
t ,
z 3
ZV
Z 7 -
PROVIDE. 2 SEPARATE. GALLEY- TYPE LEACHING I'NITS EACH CONSISTING OF 4 PRECAST larent material: let Contact Deposit Parent material: Ice Contact Deposit
CONCRETE, 500 GALLON, 11-20 LEACIIING DRYW'ELLS, END -TO - END, CENTERED IN A 39 FT. Depth to Grounduutezout toteantered Depth to Groundnater- not encountered
LONG X 12.83• WIDE TRENCH, SURROUNDED BY -W TO 1 Ys- DIAMETER, DOUBLE -WASHED STONE. Fere test data: Presoaked. Perked 12.-9' : 2 vain.6 sec; T"- C:4 min. 4 gee - Pere. test data: Set Int N 1
SET TO THE SPECIFIED ELEVATIONS, AT THE LOCATION SHOWN ON THE PLAN. Bottom of Percolation test knit @ 112 tucM depth PERCOLATION RATE : less than 5 NIPI
PERCOLATION RATE : leas than 5 MTI
S E TA T 1 C. is ( S T E M 'P T2 0 fi l L.- F--
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LIQUID LIQUID SbNL` � �..- - - QL--11�❑ �I�L1� L-1lJ QC1Qa000MClaQ
-D-15'or 3/4' -Ta 1 LEVEL LEVEL
1�vo ST2-JNE- , 1 �ISTFdIBUT10N 730X
BELOW -TANK ,� L .- _ -. - _ zNVET�T ELtV ATON /�SNEt IncKik'�L>L IS �, � _M F"
-e • • n v J, ♦- '` %• . ♦ i a r .. ,' r- ; s •-. • _ e s . i , v r % 1, • o r , t , ♦ • s .- _ OF ALL CUT LETS Ids �- _ ...._ _-_ ..�--_ __ i�rjvE Nt
•• . 'I v ° e p r . ♦ a 1 O \♦ e e c ,, c o , _ c . ♦'a' C \♦ s ♦ 13E Jul: SAME OR
NOTL• F ♦ 5 o` E .9 ♦ a _ j• • 9 USE- W�TASNC� WIER
ALL PIPL TO 1511-
4?
5G4-PV. SEF IC TANIG TY_ -_-_-____
Q �EP71C TANIG. OUTLE P1CAL Lt'_ACH S sT�M CRLY�-SCGTION
JOIµT. -•No scAL6- -
IAR�I�' • /.��n r�LLOµS U��I'ry /QOM IM, NL LO N-- OUTLET PIPG-S SH/1LL ge
PRMCA7GT 7ZP-Dyr02Ct•D 0ONC2ETt PQG CAS`{-`RG{FyFOQCED WNCiZ ETt I F'VGL TrDR AT LEAST -
TWO FF -CT
r
IqL//V S /"=20' � a..
PL.,'r9]
-
.: D TE o5
PLAN OF PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM
FOR A PROPOSED SINGLE FAMILY DWELLING
SCALE D LOT 42 GREAT ISLAND ROAD
• i __�c.t / e5 C// n7 -W/,'-7 DATE: MAY 14,20021 WEST YAPMOUTI1, MASSACHUSETTS
,Ifs'- JJ rJiL T SE/�i /G CC/s :/oNENT$
CAPE COD ENGIATER/1VC, INC
50 LELAND RD. BREWSTER, RIA 02631 508-896-4861
DRAWING NUMBER
�0
0