HomeMy WebLinkAbout40.87.2 - Site Plan and Septic System Designi.
I`- 32'
T.O.F.
12' --1 9' max
ACCESS MANHOLES TO WITHIN
6" OF FINISHED GRADE
10"
14"f GAS
BAFFLE
min. ELEV. ELEV.. 48.1
ELEV. 49.3 1500 GAL. DB -6
SEPTIC TANK
SYSTEM PROFILE_
Not to scale
50.
Bench Mark 5
on PK nail
EI 50.2 49 5o.3
Ra 50.1 s'
F
Use Cuttec Filter
Fabric 410 over
Insp. Alt Chambers
Port I
Use Clean Medium Sand
Around and for 6' Above
Chambers SYSTEM DESIGN
F.9 EE
°0000 0000000000- ELEV. 47.4
30.2'x 15'x 0.5'deep Field � 1
5 Rows of 4 Cultec 100 Chambers 5.1'
STONELESS-CULTEC CHAMBER FIELD I ELEV. 42.3
�9 � Adj. High GW
a0 N�
50.
L
1j�,�`.49.4 `
50. 5a N tK 5 AH�e
ti� e
50.
Stk
PROPOSED
HOUSE
TOF ® EI. 52.3
01,
2
49.4 G�
OP 6'i
O o.
\ �ti
SO "`
49.1
5' Overdig Limit \ \ TH#1
TI'q2 1
4 1 .^
49.6
.t�
.ro
e�
Design Flow: 4 bedrooms ( 110 gal/day = 440 gal.
Septic Tank: 440 gal. x 200% = 880 gal.
Use: 1500 Gal. Tank
Leaching Facility: 5 Rows Of Cultec 100 Chambers (30.2' Long Rows)
Proposed Area: 5 x30.2 LF of Chamber x 5sf/If = 755 sf
Capacity: 755 sf x 0.74 gal/lsf = 558 gal.
*Per Moss.DEP Certification For General Use
NOTE: Garbage disposal is not permitted with this design.
SEPTIC SYSTEM NOTES
1.) ALL COMPONENTS ARE TO MEET TITLE 5 MATERIAL AND
CONSTRUCTION REQUIREMENTS.
2.) SYSTEM COMPONENTS ARE TO BE SET ON A STABLE BASE.
3.) UNSUITABLE SOILS ARE TO BE REMOVED, WHERE ENCOUNTERED
BELOW ELEV.48.0, FOR 5' AROUND SAS AND REPLACED
WITH APPROVED TITLE -5 FILL SOIL.
4.) DESIGN ENGINEER TO CERTIFY SOILS OF ALL SAS EXCAVATIONS
BEFORE SYSTEM INSTALLATION.
5.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
(ELEVATIONS & LOCATIONS) PRIOR TO BACKFILLING.
6.) DIST.BOX TO BE WATER TESTED AT TIME OF HEALTH AGENT INSPECTION.
*7.) INSPECTION PORT IS TO MATCH DETAIL SPECS.
Concrete
49.3 Co-er 4"PVC Pipe
ADS
Manhole
4" Perforated Pi e
Accu er Hole
Q„ E.L. 49.4
FILE C®Py
LOCATION MAP
Assessors Map 40
Parcel 87.2
TEST HOLE 1
0., EL. 49.1
5"
15'
13
120"
TEST HOLE 2
o.• EL. 49.1
5..
15'
FAX
A
Loamy Sand
10YR3/2
BLoamy
Loamy Sand
B
10YR4/4
-
C1
Fine Sand
C1
10YR6/7
Q
_groundwater fr
_
S/
42.T
Elev. 39_1
120"
TEST HOLE 2
o.• EL. 49.1
5..
15'
FAX
G
0
Chamber Inside Chamber p 120' -
Use min.: 2- 3/8" Hales PERCOLATION TEST @ TH# 1
®2" vert.spaang
INSP. PORT DETAIL 24 GALLONS OF WATER IN 4 MINUTES AND
108" Q groundwater fnd 27 SECONDS AT A DEPTH OF 60 INCHES. ;
Eiev-4b d Perc. Rate: <2min/inch
Y,memouth Health Department 120'= DATE: 3/24/10
APPROVED DATE: 10/22/11 PerformeMartin E. Moran, PE
Dan Croteau, PE y
Witness: Amy VonHone, HA
19�4� ROUNDWATER ADJ ( 10/ 1 1) GROUNDWATER ADJ. (3/10)
/pp '
SAS CONSTRUCTION DETAIL
Groundwater Found : Et. 40.4 Groundwater Found ; E L 42.1
Index Wei t: MIW-29 Index Wel l: MIW-29
Zone A ( 9/11, 8. 6' ) => + 1.9' Zone A ( 3/10, 6. 0' ) => + 0.2'
LOT 1 "U L T 'v 1111"1 Adj. 6. W, depth = E t, 42.3 Adj. G.W, depth = E L. 42.3
26,460+L-AC
SQ. 49.1 Insp. Port Fabric over Chambers &r 1xoEt..,rt
0.61 +RE and Riser *Use Clean Medium Sand [\/�IOR A N E N G I N E E R I N G, I N C .� oA*,1c�
.. _a9 (See Detail) Around and for 6" Above u v -- - P.CROTFAU
Chambers 941 MAI N STREET, SO. HARWICH, MA 02661 ` cN1�
Mo.?3253
_ -f 432-2878
{ " Jho Fri..eF .�U
ss SITE PLAN & SEPTIC SYSTEM DESIGN IN YARMOUTH
i + •• Prepared For
O
" William Moran
Y RMOU7�H MA
Pti�ii�, .tri
t ,; 80 WINSLOW GREY ROAD A
4-Cultec 100 Chambers
x 486 30.2' �{ PROJECT: 11-089 SCALE: 1 " 20 JDATE: 1 1/22/1 7 `` k
A
Loamy Sand
t0YR3/6
BLoamy
Sand
10YR5/6
Medium/Fine
C1
Sand
t0YR6/4
_
S/
_ground_water fr
Elev. 422 11
Elev. 39.1
G
0
Chamber Inside Chamber p 120' -
Use min.: 2- 3/8" Hales PERCOLATION TEST @ TH# 1
®2" vert.spaang
INSP. PORT DETAIL 24 GALLONS OF WATER IN 4 MINUTES AND
108" Q groundwater fnd 27 SECONDS AT A DEPTH OF 60 INCHES. ;
Eiev-4b d Perc. Rate: <2min/inch
Y,memouth Health Department 120'= DATE: 3/24/10
APPROVED DATE: 10/22/11 PerformeMartin E. Moran, PE
Dan Croteau, PE y
Witness: Amy VonHone, HA
19�4� ROUNDWATER ADJ ( 10/ 1 1) GROUNDWATER ADJ. (3/10)
/pp '
SAS CONSTRUCTION DETAIL
Groundwater Found : Et. 40.4 Groundwater Found ; E L 42.1
Index Wei t: MIW-29 Index Wel l: MIW-29
Zone A ( 9/11, 8. 6' ) => + 1.9' Zone A ( 3/10, 6. 0' ) => + 0.2'
LOT 1 "U L T 'v 1111"1 Adj. 6. W, depth = E t, 42.3 Adj. G.W, depth = E L. 42.3
26,460+L-AC
SQ. 49.1 Insp. Port Fabric over Chambers &r 1xoEt..,rt
0.61 +RE and Riser *Use Clean Medium Sand [\/�IOR A N E N G I N E E R I N G, I N C .� oA*,1c�
.. _a9 (See Detail) Around and for 6" Above u v -- - P.CROTFAU
Chambers 941 MAI N STREET, SO. HARWICH, MA 02661 ` cN1�
Mo.?3253
_ -f 432-2878
{ " Jho Fri..eF .�U
ss SITE PLAN & SEPTIC SYSTEM DESIGN IN YARMOUTH
i + •• Prepared For
O
" William Moran
Y RMOU7�H MA
Pti�ii�, .tri
t ,; 80 WINSLOW GREY ROAD A
4-Cultec 100 Chambers
x 486 30.2' �{ PROJECT: 11-089 SCALE: 1 " 20 JDATE: 1 1/22/1 7 `` k