HomeMy WebLinkAboutEngineer PlanWells not shown exceed 150' from the proposed SAS
BENCHMARK EL. 23.7
TOP OF BLOCK FOUNDATION SILL
UNDER BULKHEAD DOOR
DATUM NAVD-88
NOTE: GAS LINE NOT MARKED BY
DIGSAFE. METER LOCATED AT FRONT
OF DWELLING.
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23 —
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ROOM KITCHEN AREA ROOM /
HALL
LIVING
\ 0.8 �aP v FIRST FLOOR PLAN ROOM
BEDROOM
NOT TO SCALE
UNfIN/SHfD BASEMENT
S SO•:
'3.4�
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3)40' \�
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WOODED
AREA
i 22.4 _
23.6
Sib .°A' LOT 129
600, 14,058 SFt
Ay 0.32 Act
w \
0 2022 Moran Engineering Associates, LLC
?/ 22.6
22.6
4
20.8
® MAG SET
20.6
SEWAGE DISPOSAL
SYSTEM DETAIL
/' = 20'
DISTRIBUTION
BOX
LPROP. SEPTIC TANK
INF/L TRA TOR /M-1530
—PROPOSED LEACHING AREA
CUL TEC RECHARGER /8OHD
32.65' L X /l. 00' W - FIELD
SET ROWS P APART
INSTALL 3-/NPSECTION PORTS
Assessors' ID: 39/279
Deed: Book 32,275, Page 85
Plan: Book
155, Page 93, Lot 129
-EGEND
Existing Building
—
Edge of Driveway
23
Existing Contour
23.2
Existing Spot Elevation
m a
Existing Fence Line
TH# ®
Septic Test Hole
Existing Cesspool
Yarmouth Health Department
0
0 20 40 .0
S �Si'aa�
`'"C) "MA. �=®RAN ENGINEERING ASSOC.9
�y z�-ooh
.�� RICHARD
' Uob 508-432-2878 941 ROUTE 28, HARWIC
JU z .SEPTIC SYSTEM DESIGN PLAN
Prepared For: Kathleen Flynn
TRP-, � 25 SCHOLL AVENUE WEST YARM
PROJECT.- 22-006 SHEET 1 of 2 DATE:
Date
v
1. PROVIDE A 4" PVC CLEAN -WT CAP (C/O) To SEP TI C TANK
GRADE BETWEEN DWELUNG AND SEPTIC TANK
BN
INSTALL IRRIGATION CONTROL BOX COMER OYER C/0.
INFILTRATOR IM -1530
TOP BE DEAN -OUT
FOUNDATION EL.23.0 f
^^VERS (2) TO BE wTHIN 6" OF GRADE
W. 15', E: 25' +
SLOPE: 0.02 MINIMUM
SEWER NOTES
1. The building sewer shall be laid on a firmly
comoacTeO Dose - KLwynnu.
2. A 4" building sewer is laid at a slope of not
less than 0.01' (1/8 inch per foot). A slope of
0.02 (1/4 inch per foot) is preferable.
3. The sewer shall be laid on a continuous grade
ELEV.
23.20
22.70
20.53
13.03
BC
MIN. 9" COVER
W: EL21.70 s =< aoz M'.
E: EL.22.00 EL.21, 20
BGastnc
r GST NtON
W. 15', E: 25' +
SLOPE: 0.02 MINIMUM
SEWER NOTES
1. The building sewer shall be laid on a firmly
comoacTeO Dose - KLwynnu.
2. A 4" building sewer is laid at a slope of not
less than 0.01' (1/8 inch per foot). A slope of
0.02 (1/4 inch per foot) is preferable.
3. The sewer shall be laid on a continuous grade
ELEV.
23.20
22.70
20.53
13.03
SEPTIC TANK NOTES
1. Extend inlet tee 10" below flow line; extend
outlet tee 14" below flow line.
2. Provide (2) 24" diameter access ports, over
the inlet and outlet accesses, with watertight
risers to within 6" of finish grade.
3. Septic tank minimum burial depth 9" and
maximum burial depth of 48".
DEEP HOLE LOGS
nFFP OBSERVATION HOLE If 1 TEST BY: RICK JUDD DATE: 2/9/2022
From COLOR REDOX S7RUC7URE
SLAare HOA. TEXTURE (MUNSELL) FEATURES CONSISTENCY, OTHER
6" AE Loamy Sand 10 YR 5/2 NO I Granular
32" Bw Loamy Medium Sand 7.5YR 4/4 NO Massive, Very Friable
122" C Fine Sand 10YR 614 No Loose, Single Grain
BOTTOM OF PERC.: 50". 24 -GALLONS OF WATER IN 06:00 -MINUTES (<6" REMAINING).
PERC. RATE = <2-MIN./INCH. CLASS I SOIL. LOADING RATE = 0.74 GPD/SF
WITNESS: PHILIP RENAUD, YARMOUTH HEALTH DEPARTMENT
0 Moran Engineering Associates, LLC
"D" BOX
COVER WITHIN 6" OF GRADE
ACCESS PORT MIN. 9" COVER
MIN. 36' COVER
00 r vvc
SCH 40
EL.20.05
11' t
LEVEL STABLE BASE
DISTRIBUTION BOX NOTES
EL.19.85
B', 4'. 8'f
1. When s tem L dosed or slo a of inlet a exceeds
008 ft install inlet tee cut-off one inch above outlet invert.
2. Install outlet pipes level 2 feet minimum.
3. Provide a minimum sump of 6" below outlet invert.
4. Install access port over "D" Box with precast concrete or
equivalent watertight riser within 6" minimum of final grade.
DESIGN
1. REQUIRED FLOW: *2 BEDROOMS X 110 GPD/B.R.= 330 GPD
*3 BEDROOM MIN. DESIGN FLOW PER TITLE 5
2. SEPTIC TANK CAPACITY: 330 GPD X 2 = 660 GPD
USE: 1500 -GALLON SEPTIC TANK INFILTRATOR IM -1530 POLY. TANK
OR CONCRETE SEPTIC TANK. NO OTHER SUBSTITUTIONS.
3. LEACH FACILITY DESIGN:
(5 CHAMBERS x 6.33'/ CHAMBER) + 1.0' LENGTH ADJUSTMENT
= 32.65 LF / ROW
32.65 LF x *5.0 SF/LF = 163.25 SF
163.25 SF x 3 ROWS = 489.75 SF
489.75 SF x 0.74 GPD/SF = 362.4 GPD
362 GPD PROVIDED > 330 GPD REQUIRED
*PER MASS. DEP APPROVAL FOR GENERAL USE (3/21/16).
USE:
(3) ROWS OF 5-CULTEC RECHARGER 18OHD CHAMBERS.
SET ROWS 1' APART. COVER CHAMBERS WITH CULTEC
410 FILTER FABRIC AND BACKFILL TO TOP OF CULTECS WITH A CLEAN
SAND. INSTALL 3 -INSPECTION PORTS.
CONSTRUCTION NOTES
1. CONTACT OFFICE (508) 432-2878 A MINIMUM OF 2 - DAYS PRIOR TO START OF
PROJECT. FAILURE TO NOTIFY OFFICE MAY CAUSE DELAY IN INSPECTION PROCESS.
2. CONTRACTOR IS REQUIRED TO BE A CERTIFIED CULTEC INSTALLER.
3. INSTALLER IF TO VERIFY SEWER LINE PIPE INVERTS PRIOR TO PLACEMENT OF
COMPONENTS.
4. PUMP AND FILL ALL CESSPOOLS- INSPECTION REQUIRED.
5. A SOIL INSPECTION IS REQUIRED PRIOR TO PLACEMENT OF LEACH COMPONENTS.
6. COMPONENT ACCESS RISERS ARE TO BE INSTALLED ON SEPTIC TANK, DISTRIBUTION BOX
AND LEACH AREA (3).
7. CULTER 410 FILTER FABRIC IS TO BE USE TO COVER CHAMBERS PRIOR TO PLACEMENT
OF CLEAN SAND.
8. A FINAL INSPECTION IS REQUIRED BY MORAN ENG. & THE YARMOUTH HEALTH DEPT.
PRIOR TO COVERING SYSTEM COMPONENTS.
9. LOAM AND SEED ALL LAWN IMPACT ARES. RAKE AND GRADE ALL NATURAL AREAS WITH
ON SITE MATERIALS. ALL LANDSCAPE DETAILS SHALL BE BETWEEN THE PROPERTY
OWNER AND INSTALLER.
LEACH FACILITY
CULIEC RECHARGER 180HD
Control Box 4' or 6' PVC PULL CAP, END CAP, END PLUG OR CLEANOUT.
C of 6' SCH. 40 PVC OR
MIN. 9" COVER 3 - INSPECTION PORTS
MAX 36" COVER CULTEC 410 FILTER FABRIC
1 EL.20.31t
14" 20.5"
EL.19.77 ' INVERT
EL.18.60 6.33' EACH UNIT (INSTALLED)
LENGTH ADJUSTMENT 1.00'
32.65' LENGTH INSTALLED 5,57'
EL.13.03
NO WATER ENCOUNTERED AT BOTTOM TEST HOLE 1.
NOTES FOR CULTEC
1.) Must be a Cert.Cultec Installer.
2.) Cultec No. 410 Filter Fabric or equal
approved by Cultec required.
GENERAL NOTES
1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W/TTPLE 5 OF THE SANITARY CODE &
ANY APPLICABLE REGULATIONS.
2.) PRIOR TO BACK FILLING THE INSTALLATION, THE DESIGNER & HEALTH AGENT SHALL BE NOTIFIED FOR
INSPECTION.
3.) ANY ALTERATIONS OF THIS DESIGN MUST BE APPROVED BY THE DESIGNER & BOARD OF HEALTH, IN
WRI'T'ING.
4.) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER.
5.) THE INSTALLER IS TO VERIFY THE LOCATION(S) OF UTILITIES, CESSPOOL(S) AND SEWER INVERTS PRIOR
TO CONSTRUCTION.
6.) ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM
SHALL BE REMOVED & REPLACED W/CLEAN, COARSE SAND.
7.) ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN, COARSE SAND FREE
FROM DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 MIN./IN. BEFORE &
AFTER PLACEMENT.
8.) EXISTING CESSPOOLS) TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES.
9.) DURING INSTALLATION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA.
lOJ GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36".
11.) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM
SLOPE OF 4" DIA. SCH 40 PVC SHALL NOT BE LESS THEN 0.01 FT/Fr.
12.) WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN
IP OF THE PROPOSED S.A.S.- PIPES SHALL BE CLASS 150 PRESSURE PIPE & SHOULD BE PRESSURE TESTED TO
ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT,
13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS.
RAN EN
OC.. LLC
-432-2878 941 ROUTE 28, HARV
SEPTIC SYSTEM DESIGN PLAN
Prepared For: Kathleen Flyr
25 SCHOLL AVENUE WL -'I YAKI
PROJECT.- 22-006 1 SHEET 2 of 2 1 DATE. -
ft
MIN. 9" COVER
MIN, l6' COYER
CESS
W.) 24°
EL.21.87t
t24'WBING
1L<INSTAL
E
BAFFLE
LEVEL STABLE BASE
14.7'
SEPTIC TANK NOTES
1. Extend inlet tee 10" below flow line; extend
outlet tee 14" below flow line.
2. Provide (2) 24" diameter access ports, over
the inlet and outlet accesses, with watertight
risers to within 6" of finish grade.
3. Septic tank minimum burial depth 9" and
maximum burial depth of 48".
DEEP HOLE LOGS
nFFP OBSERVATION HOLE If 1 TEST BY: RICK JUDD DATE: 2/9/2022
From COLOR REDOX S7RUC7URE
SLAare HOA. TEXTURE (MUNSELL) FEATURES CONSISTENCY, OTHER
6" AE Loamy Sand 10 YR 5/2 NO I Granular
32" Bw Loamy Medium Sand 7.5YR 4/4 NO Massive, Very Friable
122" C Fine Sand 10YR 614 No Loose, Single Grain
BOTTOM OF PERC.: 50". 24 -GALLONS OF WATER IN 06:00 -MINUTES (<6" REMAINING).
PERC. RATE = <2-MIN./INCH. CLASS I SOIL. LOADING RATE = 0.74 GPD/SF
WITNESS: PHILIP RENAUD, YARMOUTH HEALTH DEPARTMENT
0 Moran Engineering Associates, LLC
"D" BOX
COVER WITHIN 6" OF GRADE
ACCESS PORT MIN. 9" COVER
MIN. 36' COVER
00 r vvc
SCH 40
EL.20.05
11' t
LEVEL STABLE BASE
DISTRIBUTION BOX NOTES
EL.19.85
B', 4'. 8'f
1. When s tem L dosed or slo a of inlet a exceeds
008 ft install inlet tee cut-off one inch above outlet invert.
2. Install outlet pipes level 2 feet minimum.
3. Provide a minimum sump of 6" below outlet invert.
4. Install access port over "D" Box with precast concrete or
equivalent watertight riser within 6" minimum of final grade.
DESIGN
1. REQUIRED FLOW: *2 BEDROOMS X 110 GPD/B.R.= 330 GPD
*3 BEDROOM MIN. DESIGN FLOW PER TITLE 5
2. SEPTIC TANK CAPACITY: 330 GPD X 2 = 660 GPD
USE: 1500 -GALLON SEPTIC TANK INFILTRATOR IM -1530 POLY. TANK
OR CONCRETE SEPTIC TANK. NO OTHER SUBSTITUTIONS.
3. LEACH FACILITY DESIGN:
(5 CHAMBERS x 6.33'/ CHAMBER) + 1.0' LENGTH ADJUSTMENT
= 32.65 LF / ROW
32.65 LF x *5.0 SF/LF = 163.25 SF
163.25 SF x 3 ROWS = 489.75 SF
489.75 SF x 0.74 GPD/SF = 362.4 GPD
362 GPD PROVIDED > 330 GPD REQUIRED
*PER MASS. DEP APPROVAL FOR GENERAL USE (3/21/16).
USE:
(3) ROWS OF 5-CULTEC RECHARGER 18OHD CHAMBERS.
SET ROWS 1' APART. COVER CHAMBERS WITH CULTEC
410 FILTER FABRIC AND BACKFILL TO TOP OF CULTECS WITH A CLEAN
SAND. INSTALL 3 -INSPECTION PORTS.
CONSTRUCTION NOTES
1. CONTACT OFFICE (508) 432-2878 A MINIMUM OF 2 - DAYS PRIOR TO START OF
PROJECT. FAILURE TO NOTIFY OFFICE MAY CAUSE DELAY IN INSPECTION PROCESS.
2. CONTRACTOR IS REQUIRED TO BE A CERTIFIED CULTEC INSTALLER.
3. INSTALLER IF TO VERIFY SEWER LINE PIPE INVERTS PRIOR TO PLACEMENT OF
COMPONENTS.
4. PUMP AND FILL ALL CESSPOOLS- INSPECTION REQUIRED.
5. A SOIL INSPECTION IS REQUIRED PRIOR TO PLACEMENT OF LEACH COMPONENTS.
6. COMPONENT ACCESS RISERS ARE TO BE INSTALLED ON SEPTIC TANK, DISTRIBUTION BOX
AND LEACH AREA (3).
7. CULTER 410 FILTER FABRIC IS TO BE USE TO COVER CHAMBERS PRIOR TO PLACEMENT
OF CLEAN SAND.
8. A FINAL INSPECTION IS REQUIRED BY MORAN ENG. & THE YARMOUTH HEALTH DEPT.
PRIOR TO COVERING SYSTEM COMPONENTS.
9. LOAM AND SEED ALL LAWN IMPACT ARES. RAKE AND GRADE ALL NATURAL AREAS WITH
ON SITE MATERIALS. ALL LANDSCAPE DETAILS SHALL BE BETWEEN THE PROPERTY
OWNER AND INSTALLER.
LEACH FACILITY
CULIEC RECHARGER 180HD
Control Box 4' or 6' PVC PULL CAP, END CAP, END PLUG OR CLEANOUT.
C of 6' SCH. 40 PVC OR
MIN. 9" COVER 3 - INSPECTION PORTS
MAX 36" COVER CULTEC 410 FILTER FABRIC
1 EL.20.31t
14" 20.5"
EL.19.77 ' INVERT
EL.18.60 6.33' EACH UNIT (INSTALLED)
LENGTH ADJUSTMENT 1.00'
32.65' LENGTH INSTALLED 5,57'
EL.13.03
NO WATER ENCOUNTERED AT BOTTOM TEST HOLE 1.
NOTES FOR CULTEC
1.) Must be a Cert.Cultec Installer.
2.) Cultec No. 410 Filter Fabric or equal
approved by Cultec required.
GENERAL NOTES
1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W/TTPLE 5 OF THE SANITARY CODE &
ANY APPLICABLE REGULATIONS.
2.) PRIOR TO BACK FILLING THE INSTALLATION, THE DESIGNER & HEALTH AGENT SHALL BE NOTIFIED FOR
INSPECTION.
3.) ANY ALTERATIONS OF THIS DESIGN MUST BE APPROVED BY THE DESIGNER & BOARD OF HEALTH, IN
WRI'T'ING.
4.) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER.
5.) THE INSTALLER IS TO VERIFY THE LOCATION(S) OF UTILITIES, CESSPOOL(S) AND SEWER INVERTS PRIOR
TO CONSTRUCTION.
6.) ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM
SHALL BE REMOVED & REPLACED W/CLEAN, COARSE SAND.
7.) ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN, COARSE SAND FREE
FROM DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 MIN./IN. BEFORE &
AFTER PLACEMENT.
8.) EXISTING CESSPOOLS) TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES.
9.) DURING INSTALLATION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA.
lOJ GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36".
11.) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM
SLOPE OF 4" DIA. SCH 40 PVC SHALL NOT BE LESS THEN 0.01 FT/Fr.
12.) WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN
IP OF THE PROPOSED S.A.S.- PIPES SHALL BE CLASS 150 PRESSURE PIPE & SHOULD BE PRESSURE TESTED TO
ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT,
13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS.
RAN EN
OC.. LLC
-432-2878 941 ROUTE 28, HARV
SEPTIC SYSTEM DESIGN PLAN
Prepared For: Kathleen Flyr
25 SCHOLL AVENUE WL -'I YAKI
PROJECT.- 22-006 1 SHEET 2 of 2 1 DATE. -
ft