HomeMy WebLinkAboutEngineer As-Built - 2022F.F.E.= 45.5±
EXISTING SEP77C TANK
(TO BE PUMPED,
RUPTURED & FILLED
WITH CLEAN SAND IN
ACCORDANCE OATH MA
310 CMR 15.354)
EXISTING LEACHING PIT
(TO BE ABANDONED IN
ACCORDANCE NTH MA
310 CMR 15.0354)
0
.a
V tV
N �
1,500 GALLON
SEPTIC TANK
PROPOSED 5 OVEDIG
(SEE EXCAVATION NOTE)
33 KAYCEES WAY
MAP 66 PARCEL 8
(TOWN WATER)
I
N'
O
EXISTING GRAVEL
CIP OVERHEAD YWRES
v/ APPROX EX. WATER
SERVICE
'413
EXIS77ry'G HOUSE -T OP?�@
(3) BQDROOMS
F.F.E. _ 45.5t
�I y T.O.F. �� 45.Oi
_22!1 I it't (rj
EX.
\ WALL EXISTING
(TYPO {Z STONE WALL
3
-TP
��
BENCHMARK: CSS/INSPECITON PORr
ELEV. = 41.64 (NAVD88)
TOP OF CONCRETE BOUND
OS63-(3) BEDROOM SOL
ABSORPTION SYSTEM
p (10' x 30')
403 W YARMOUTH ROAD
MAP 66 PARCEL 2
(TOWN WATER)
10' MIN
OXTI
GRADE
INV.= 42.2±"l
° CONTRACTOR TO CONFIRM INV.= 38.;
EXISTING ELEVATION OF
SEWER PRIOR TO START
OF CONSTRUCTION. 6" COMPACTED STONE
BASE ON COMPACTED
NOTES SUBGRADE (TYP.)
(1) ALL SYSTEM COMPONENTS TO BE MARKED WITH
MAGNETIC MARKING TAPE.
(2) ALL FINISHED SYSTEM
COMPONENTS TO BE WITHIN 36" OF
(3) BELINSTALLED BY AWITHIN
LICENSED PLUMBER.
THE ER FOUNDATION TO
5'VA"t.,"
20' MIN.
24" DIA. RISER,
TO WITHIN 6" OF
GRADE (TYP.)
F.G. = 42.4E
12 MIN. RISE
36" MAX.
�10" MIN.
f A100 ZABEL FILTER
4' MIN. W/SUPPORT LEG
I (SEE MANF. {NST.
)
PROPOSED 1500 GALLON
PRE -CAST SEPTIC TANK
(H-10 LOADING)
TANK TO BE EMBOSSED WITH
ASTM STANDARD C 1227-93 SEAL
24" DIA. {,SECURABLE
ACCESSOVER TO GRADE.
EMBOSSED "ZABEL".
m
'40" E 4 146.13'
EXISTING LEACHING PIT
ABE ABANDONED IN
CCO DANCE WIN MA
310 CMR 15.0354)
///---D-BOX RISER
J REQUIRED
I (12" MAX. DEPTH)
F.G.= 41.3±
FIRST 2'
SET LEVEL
4" SCH. 40
PROPOSED DISTRIBUTION BOX
PRE -CAST WATERTIGHT
(H-20 LOADINGS
12" MIN. INSIDE DIM.
6" MIN. SUMP
12" MAX. DEPTH
SYSTEM PROFILE
NOT TO SCALE
MASS COORDINATE SYSTEM
z
0:
o
m
0.
20" 12" MIN.
C
MAINLAND ZONE MERIDIAN
36" MAX.
1
3 7- .'L
DETERMINED USING A
TOP = 38.50
-
�
TOPCON HIPER GPS RTK UNIT
3 �{
® o ® ® ® ° 0
0
WASHED STONE
COLLECTION DATE 05/26/2020
pe•°e°O°600 °pao°e c'
3
W E
®®O C®
I
-
I
4
4211 WEST YARMOUTH ROAD
10'
32;. 7
MAP 66 PARCEL 4
-3-
H 'I
(3) - 500 GALLON CONCRETE
(TOWN WATER)
LEACHING CHAMBERS
(4.8'W x 8.51 x 24" INVERT)
v
i
U
10.0' WIDE x 30.0' LONG x 2' DEEP
S 85°12'48' W
FENCE
(H-20 LOAD RATED)
_11 ESTIMATED HIGH G.W.:
i 0.00' EXISTING
STOCKADE
CB/OH FND !
S
MAP66
23 KAYCEES WAY
PARCEL
MAP 66 PARCEL 7
(TOWN WATER)
j
.J�
25095 S.F..±
F.F.E.= 45.5±
EXISTING SEP77C TANK
(TO BE PUMPED,
RUPTURED & FILLED
WITH CLEAN SAND IN
ACCORDANCE OATH MA
310 CMR 15.354)
EXISTING LEACHING PIT
(TO BE ABANDONED IN
ACCORDANCE NTH MA
310 CMR 15.0354)
0
.a
V tV
N �
1,500 GALLON
SEPTIC TANK
PROPOSED 5 OVEDIG
(SEE EXCAVATION NOTE)
33 KAYCEES WAY
MAP 66 PARCEL 8
(TOWN WATER)
I
N'
O
EXISTING GRAVEL
CIP OVERHEAD YWRES
v/ APPROX EX. WATER
SERVICE
'413
EXIS77ry'G HOUSE -T OP?�@
(3) BQDROOMS
F.F.E. _ 45.5t
�I y T.O.F. �� 45.Oi
_22!1 I it't (rj
EX.
\ WALL EXISTING
(TYPO {Z STONE WALL
3
-TP
��
BENCHMARK: CSS/INSPECITON PORr
ELEV. = 41.64 (NAVD88)
TOP OF CONCRETE BOUND
OS63-(3) BEDROOM SOL
ABSORPTION SYSTEM
p (10' x 30')
403 W YARMOUTH ROAD
MAP 66 PARCEL 2
(TOWN WATER)
10' MIN
OXTI
GRADE
INV.= 42.2±"l
° CONTRACTOR TO CONFIRM INV.= 38.;
EXISTING ELEVATION OF
SEWER PRIOR TO START
OF CONSTRUCTION. 6" COMPACTED STONE
BASE ON COMPACTED
NOTES SUBGRADE (TYP.)
(1) ALL SYSTEM COMPONENTS TO BE MARKED WITH
MAGNETIC MARKING TAPE.
(2) ALL FINISHED SYSTEM
COMPONENTS TO BE WITHIN 36" OF
(3) BELINSTALLED BY AWITHIN
LICENSED PLUMBER.
THE ER FOUNDATION TO
5'VA"t.,"
20' MIN.
24" DIA. RISER,
TO WITHIN 6" OF
GRADE (TYP.)
F.G. = 42.4E
12 MIN. RISE
36" MAX.
�10" MIN.
f A100 ZABEL FILTER
4' MIN. W/SUPPORT LEG
I (SEE MANF. {NST.
)
PROPOSED 1500 GALLON
PRE -CAST SEPTIC TANK
(H-10 LOADING)
TANK TO BE EMBOSSED WITH
ASTM STANDARD C 1227-93 SEAL
24" DIA. {,SECURABLE
ACCESSOVER TO GRADE.
EMBOSSED "ZABEL".
m
'40" E 4 146.13'
EXISTING LEACHING PIT
ABE ABANDONED IN
CCO DANCE WIN MA
310 CMR 15.0354)
///---D-BOX RISER
J REQUIRED
I (12" MAX. DEPTH)
F.G.= 41.3±
FIRST 2'
SET LEVEL
4" SCH. 40
PROPOSED DISTRIBUTION BOX
PRE -CAST WATERTIGHT
(H-20 LOADINGS
12" MIN. INSIDE DIM.
6" MIN. SUMP
12" MAX. DEPTH
SYSTEM PROFILE
NOT TO SCALE
m
EN
N.
0
CB/DH
FND
PLAN SCALE
0 4 8 12 16 20 30 40 60
1 inch = 20 feet
INSPECTION/ACCESS
MANHOLE TO WITHIN
3" OF FINISHED GRADE
MIN. 2% SLOPE VENT CHAMBERS
OVER S.A.S. WITH CHARCOAL FILTER
10' MIN.
F.G.= 41.51to 39.5:
No
z
0:
o
m
0.
20" 12" MIN.
C
D
36" MAX.
1
3 7- .'L
FILTER FABRIC RISER
TOP = 38.50
-
�
v
3 �{
® o ® ® ® ° 0
0
m
EN
N.
0
CB/DH
FND
PLAN SCALE
0 4 8 12 16 20 30 40 60
1 inch = 20 feet
INSPECTION/ACCESS
MANHOLE TO WITHIN
3" OF FINISHED GRADE
MIN. 2% SLOPE VENT CHAMBERS
OVER S.A.S. WITH CHARCOAL FILTER
10' MIN.
F.G.= 41.51to 39.5:
No
z
0:
o
m
0.
20" 12" MIN.
C
D
36" MAX.
1
3 7- .'L
FILTER FABRIC RISER
TOP = 38.50
-
0C3 U CS 0
3/4" TO 1 1/2" DOUBLE
3 �{
® o ® ® ® ° 0
0
WASHED STONE
-
pe•°e°O°600 °pao°e c'
3
-
®®O C®
Bor.= 35.40
-
I
4
-
10'
32;. 7
PROPOSED SOIL ABSORPTION SYSTEM
-3-
-
(3) - 500 GALLON CONCRETE
_
5' MIN.
LEACHING CHAMBERS
(4.8'W x 8.51 x 24" INVERT)
TOTAL EFFECTIVE LEACHING AREA:
10.0' WIDE x 30.0' LONG x 2' DEEP
(H-20 LOAD RATED)
_11 ESTIMATED HIGH G.W.:
30,4:
AS -BUILT SEPTIC SYSTEM "TIES"
No
A
B
C
D
DESCRIPTION
1
3 7- .'L
22i, °
-
-
SEPTIC TANK INLET LID
2
3 �{
3, 1 '
-
-
SEPTIC TANK OUTLET LID
3
-
/A3 '
3 �(, v °
-
DISTRIBUTION BOX
4
-
Z 4. S'
32;. 7
ACCESS/INSPECTION PORT
-3-
-
-
-
SOIL LOGS
TP NO. 1 TP NO. 2
GRD. EL. 40.5 GRD. EL. 40.1
GW. EL. 30.4 GW. EL. 30.0
M "
0 A O/E 40.5 0
LOAMY SAND
2.5Y 4/1 0
7" 39.9 7"
BW a
LOAMY SAND a
IOYR 4/6
34"
7 34" -
C
MEDIUM SAND
IOYR 5/6
ESTIMATED 30.4
HIOi G.W.
132"
295 132"
A/O/E
LOAMY SAND
2.5Y 4/1
~
0
Bw
I
IL
LOAMY SAND
10YR 4/6
C
MEDIUM SAND
IOYR 5/6
ESTIMATED
HIGH G.W.
40.1
39.5
37.3
30.0
NO MOTTLES NO MOTTLES 291
NO WATER NO WATER
DATE PERFORMED: MAY 6, 2020
SOIL EVALUATOR: ROBERT E. DEWAR. E.I.T.
WITNESSED BY: MALLORY LANGLER - ASS, DIR. of HEALTH
PERC. RATE: <2 MINUTES/INCH
SOIL CLASS: CLASS I
MAX. GROUND WATER ELEV.: 30.4 (SEE BELOW)
METHOD OF DETERMINATION: CAPE COD COMMISSION METHOD
INDEX WELL: MIW-29 WATER -LEVEL RANGE ZONE: B
CURRENT DEPTH TO LEVEL: 6,57 MONTH/YEAR: 04/2020
POTENTIAL WATER LEVEL RISE: 0.9
ESTIMATED DEPTH TO HIGH GROUNDWATER: 11.0 - 0.9 = 10.1
EXCAVATION NOTE
THIS SYSTEM REQUIRES THE EXCAVATION OF ALL SPOILED
SOIL WITHIN 5' OF THE SOIL ABSORPTION SYSTEM. SOIL
SHALL BE EXCAVATED TO THE EXISTING SAND LAYER.
ENGINEER TO CONFIRM SOIL DEPTH PRIOR TO INSTALLATION.
THE EXCAVATION SHALL BE INSPECTED BY THE DESIGN
ENGINEER PRIOR TO BACKFILLING. SOIL IS TO BE REPLACED
WITH SAND CONFORMING TO 310 CMR SECTION 15.255,
CONSTRUCTION IN FILL. CONTRACTOR IS RESPONSIBLE TO
PROVIDE ENGINEER WITH SAND SAMPLE FOR SIEVE ANALYSIS,
DESIGN CALCULATIONS
SOIL TEXTURAL CLASS: CLASS I
PERC. RATE: < 2 MINUTES/INCH
NO. OF BEDROOMS: 3 (PER BOH RECORDS)
DESIGN FLOW REQUIRED: 330 GPD (MIN.)
SEPTIC TANK REQUIRED: 1500 GALLONS
SEPTIC TANK PROVIDED: 1500 GALLONS
LEACHING SYSTEM:
(3) 500 GAL CONCRETE LEACHING CHAMBERS IN A
(10') WIDE x (30') LONG x (2') DEEP STONE BED
EFFECTIVE LEACHING:
10' WIDE x QL LONG x 2' DEEP
BOTTOM AREA= 300 S.F.
SIDEWALL AREA= 160 S.F. TOTAL= 460 S.F.
LOADING RATE = 0.74 GPD/SF
FLOW PROVIDED: 340 GPD > 330 GPD
AS -BUILT CERTIFICATION
TO THE TOWN OF YARMOUTH:
"I CERTIFY THAT THE SEPTIC SYSTEM HAS BEEN
CONSTRUCTED IN ACCORDANCE WITH THE TERMS OF
THE PERMIT AND THE APPROVED DESIGN PLAN AND
MEETS THE REQUIREMENTS OF THE TOWN AND STATE
REGULATIONS, AS -BUILT".
.a-
cnj, H
r,
-�
ZACHARY L. BASINSKI, P.E.
INSTALLER
SCHEMATIC FLOOR PLANS (EXISTING)
BASEMEN T
SECOND FLOOR
I
LOCUS Map Scale: 1" = 500'
JiLLS PATH y
.y
b
x: a
WAY; p �*
D A
m
N1 D
0
N
KAYCEES
i W E
YARMOUTH. UMIT OF
WATER ZONE lI
SUPPLY LAND S
Notes
1. BENCHMARK: ELEVATION = 41.64 VD88)
TOP OF CONCRETE BOUND
2. ALL CONSTRUCTION METHODS AND MATERIALS TO
CONFORM TO TITLE V AND THE TOWN OF YARMOUTH
BOARD OF HEALTH REGULATIONS.
3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER
TO LOCATE THEM ONCE BURIED.
4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE
MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE
DESIGN ENGINEER AND BOARD OF HEALTH,
5. ALL JOINTS AND COVERS TO BE WATERTIGHT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ACTUAL LOCATION OF ANY EXISTING
UTILITIES.
7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED
PRIOR TO BACKFILLING SYSTEM.
8. OWNER/APPLICANT: DUFF 2017 DECLARATION OF TRUST
STEPHEN A. DUFF, Trustee
1586 HYANNIS ROAD
BARNSTABLE, MA 02630
10. DEED REFERENCE: Deed Cert: #220969
11. PLAN REFERENCE: L.C. Plan: #37609-A (LOT 9)
12, THE DESIGN IS INTENDED TO MEET TITLE V AND OTHER
APPLICABLE REQUIREMENTS, THIS PLAN DOES NOT
GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS
DESIGNED, NOR DOES THIS PLAN GUARANTEE THE
OPERATION OF THE SYSTEM.
13. THIS SYSTEM IS NOT DESIGNED NOR INTENDED FOR
USE WITH A GARBAGE GRINDER.
15. LOCUS PARTIALLY FALLS WITHIN A ZONE 11 WELLHEAD
PROTECTION AREA.
16. LOCUS FALLS WITHIN THE THE YARMOUTH AQUIFER
PROTECTION DISTRICT.
17. LOCUS DOES NOT FALL WITHIN AN NHESP ESTIMATED
HABITAT OF RARE WILDLIFE OR PRIORITY HABITAT OF
RARE SPECIES.
18. LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD
HAZARD ZONES AS SHOWN ON FEMA FLOOD ZONE MAP
No: 25001C -0586-J dated 07/16/2014.
19. SOIL CONDITIONS ENCOUNTERED DURING EXCAVATION
MAY DIFFER FROM THE PREVIOUSLY OBSERVED
CONDITIONS AT THE TEST PITS. ADDITIONAL REMOVAL
AND REPLACEMENT OF SOIL MAY BE REQUIRED. IF
UNDESIRABLE CONDITIONS ARE ENCOUNTERED, THE
DESIGN ENGINEER SHALL BE CONSULTED.
20. NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL
ABSORPTION SYSTEM.
JAN 0 3 2022
HEATH DEPT.
Prepared By:
e
Mir
CAL IN
Z I
49 HERRING POND ROAD 19 OLD SOUTH ROAD
BUZZARDS BAY, MA 02532 NANTUCKET, MA 02684
(tel) 608.833.0070 (tel) 608.326.0044
(fax) 608.833.2282 www.brackenong.com
AS - Jl L_j SEPTIC
UPGRADE PLAN
IN YARMOUTH, MASSACHUSETTS
Prepared For:
DUFF 2017
DECLARATION OF TRUST
#413 WEST YARMOUTH ROAD
MAP 66 PARCEL 3
No.', Date Revision Description By
Date: JW(YVST" IZ1 Z d Drown: Checked: Sheet:
-.UNE-T6; 294@ RED/BEI ZLB/AMG 1 of 1