HomeMy WebLinkAboutEngineer PlanWells not shown exceed 150' from the proposed SAS
BENCHMARK CONCRETE SILL permit validfor Rc►AIR OF SEPTIC sysTEM
ON BULKHEAD EL. 106. / ONLY, due to State and Local septic variances.
ASSUMED DATUM Hoard of He Ith review Avid approval is required for
may future additionsllvnevstions/alfty-lisws to
sewage J"i andiao slMaetarer/dwelfiw9-
I V Mouth..ffcalth Deporltnewt
I APPROVED
Hydrant I `FNDH
Tag Bolt �
EL=102.3o o
992 � _ -
0 102.9 1
I
I
I
E 'Pro
—106.1
N05--126.28' 0106.3- x
/
/ 106.0 105.7 -�,� o'
I
106.0 i 105j5 106.0
X e STK /,�(
SET j 2
&,-
nc, 1105.9105.9 0ch
Co00
Pati105.6
C;
o C/0 105 .7 1 105.
c"na)/-BM �C1O
I HIMF
i O 129.90' 1
110271' °�'
I ' S 87'23'20" W
102.0 F� Ge/D14
Utility FND
Pole
SCALE: 1"=20'
0 20 40 60
® 2020 Moran Engineering Associates, LLC
NOTE.
33.
r
105.9
* This property is no located within a
Special Flood Hazard Area.
** This property is located within a
Zone ll, Drinking Water Protection District?
*** A two bedroom deed restriction is to be
recorded & filed with Yarmouth BOH.
0
m
/ JOHN
Z.
DEMAREST,JR
, No. 36859„
PROPOSED /500 -GAL.
SEPTIC TANK ,
Cove Cv
og'
�oyo�
C
. ..nde
PROPOSED LEACHING AREA
25'X 12.8'X 2'
Deed: Ctf. 144,134
Plan: LC PI 30101-A, Lot 2
LEGEND
Existing Building
i
1 op
---50-- Existing Contour
/ / /
/ /
/
--- OHU Overhead Utility Lines
I
� r.r:.:rf...1:047
/
99 $...
...I...."%
.... %
Iia Existing Gas Gate
wV
Existing Water Gate
—x Existing Fence Line
I
I Gravel
Driveway
Existing Leach Pit
100.0
MAGO
I f......"...�::::"::::::1:05.J
//
105.6
SET
.
104.5
tMI5
..
/ ?
w G/
.2
100.3
/Z uw�u —f
I
----
W/-
0
M
IN o//
//
fir'
( � 0) 0
109.1
am
t-+
o
,.p o
" I
/
EX/STING
O
I
DWELLING
o10U
I
TOF /015.3
c
< I
I 144.6
/
O
3CD
d
I/
I 1 Q4.9
\ 105.3 105'
2 105.6
101.
LO
2
I 1b4.7
12,8C9
/
SFt
or 0.29
Acf
I
I
I
E 'Pro
—106.1
N05--126.28' 0106.3- x
/
/ 106.0 105.7 -�,� o'
I
106.0 i 105j5 106.0
X e STK /,�(
SET j 2
&,-
nc, 1105.9105.9 0ch
Co00
Pati105.6
C;
o C/0 105 .7 1 105.
c"na)/-BM �C1O
I HIMF
i O 129.90' 1
110271' °�'
I ' S 87'23'20" W
102.0 F� Ge/D14
Utility FND
Pole
SCALE: 1"=20'
0 20 40 60
® 2020 Moran Engineering Associates, LLC
NOTE.
33.
r
105.9
* This property is no located within a
Special Flood Hazard Area.
** This property is located within a
Zone ll, Drinking Water Protection District?
*** A two bedroom deed restriction is to be
recorded & filed with Yarmouth BOH.
0
m
/ JOHN
Z.
DEMAREST,JR
, No. 36859„
PROPOSED /500 -GAL.
SEPTIC TANK ,
Cove Cv
og'
�oyo�
C
. ..nde
PROPOSED LEACHING AREA
25'X 12.8'X 2'
Deed: Ctf. 144,134
Plan: LC PI 30101-A, Lot 2
LEGEND
AUG 2 2020
HEALT' DEPT
DEMAREST LAND SURVEYING
338 MAYFAIR ROADii',
SOUTH DENNIS, MA 02660
508-364-9049 Ii
56 Melville Road
South Yarmouth, MA
James Eaton and Corey Rus:
ISORS'a): SHEEP:
100-120 1 SHEET 1 of 2
07/29/2020 1 20-135
Moran Engineering Associates, LLC
941 Route 28 - PO Box 183
South Harwich, MA 02661
508-432-2878
Existing Building
i
................ Edge of Driveway
---50-- Existing Contour
52.7 Existing Spot Elevation
--- OHU Overhead Utility Lines
-- w — Existing Water Line
-- G -- Existing Gas Line
Iia Existing Gas Gate
wV
Existing Water Gate
—x Existing Fence Line
TH# ® Septic Test Hole
Existing Leach Pit
r , Existing Septic Tank
SITE AND SEWAGE PLAN
AUG 2 2020
HEALT' DEPT
DEMAREST LAND SURVEYING
338 MAYFAIR ROADii',
SOUTH DENNIS, MA 02660
508-364-9049 Ii
56 Melville Road
South Yarmouth, MA
James Eaton and Corey Rus:
ISORS'a): SHEEP:
100-120 1 SHEET 1 of 2
07/29/2020 1 20-135
Moran Engineering Associates, LLC
941 Route 28 - PO Box 183
South Harwich, MA 02661
508-432-2878
PROFILEF GRADE BTWEENI�WELLWGANDSEPTIC ANo,
Not t0 Scale 2. INSTALL 1RRIGATION CONTROL BOX COVER
OVER WO.
ourS(2) i
SE
TIC TANK
500 GAL
II IHI II �I IIHIHI
TO BE WITHR46' OF GRADE
EL105.6
II 7 7M
MIN. V COVER TO WWITH� W
FOU DATION
-I -III-T III -II II
COVEN5 (2
S
SIS
4"
A
ACCESS PORTS
MAX. 36° COVER OF FINAL HUDE
NO
Loose
Bw Loamy Fine Sand
2Y
Bw
5E�TR�
A-SCH. Q P.V.C. b"MIN
•.a•
4'SCH. 4a P.V.C.
5 {
o - 5
90"
EL.102.5
Medium to Coarse Sand
10" MIN'14"
MIN
1,500 4.0'
EL102.3 EL.102.1
le Grein
114"
C
ALLON INSTALL
2.5 Y 614
NO
_...
_..
j BAFFLE
C3
BUILDING SEWERS t1tv I1
1. The building sewer shall be laid an on a vl� 1. Extend inlet to
Compacted firm base. extend outlet tee
2. Provide 20" on,
2. Sewer line is to be laid at a slope of not less than inlet and outlet w
0.01 (1/8 " per FT). A slope of 0.02 (1/4" per FT) is impermeable cove
preferable. 3. Install access
with precast com
riser within 6" mi
ELEV.
105.6
105.2
103.7
98.1
96.1
.93.8
ELEV.
105.5
105.0
103.6
98.1
,,,.96.5
DEEP HOLE LOGS
DEEP OBSERVATION HOLE d 1 TEST BY.. RICK JUDD
BASE
10" min. below flow line;
4" below flow line.
voles over center of tank,
1 readily removable
,rt over inlet and outlet
:te or equivalent watertight
of final grade.
"D" BOX
EL.105.6
EL.101.9 I I EL.101.8
6'OFSTOW EL.99.8 4"
VNDER O -BOX
STONE
"D" BOX NOTES
1. When system is dosed or slope of inlet pipe exceeds
0.08'/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" min. of final grade.
DATE 07/8/2020/ DESIGN
TIME: 9:30 am 1. REQUIRED FLOW: 2 BEDROOMS X 110 GPD/B.R: `330 GPD
STRUCTURE *330 GPD MINIMUM DESIGN FLOW PER TITLE 5
From
Surtace
HOR.
TEXTURE
COLOR
(MUNSELL)
REDOX
FEATURES
CO
S
SIS
4"
A
Loamy Sand
10 YR 2/2
NO
Loose
Bw Loamy Fine Sand
2Y
Bw
Loamy Fine Sand
7.5 YR 4/4
NO
Massive,
ery Friable
90"
C1
Medium to Coarse Sand
10 YR 614
NO
Loose, Si'.
le Grein
114"
C2
Fine to Medium Sand
2.5 Y 614
NO
Loose, Si
le Grain
145"
C3
Fine Sand
2.5 Y 613
NO
Loose, Si
le Grain
DEEP OBSERVATION HOLE ¢' 2
TENcr, OTHER 310 CMR 15.203. 2 -BR DEED RESTRICTION REQUIRED
From
Sur/ace
NOR TEXTURE
(MUNSELL)
COLORMNO
LINES OR WHEN WATER SERVICE LINES COME WITHIN 10' OF THE
C
STRUCTURE
STENCY, OTHER
6"
A Loamy Sand
10 YR RGranular
* PROPERTY I5 LOCATED WITHIN A ZONE 7S, DRINKING
22"
Bw Loamy Fine Sand
10 YR 416Massive,
sueTEcr:
56 Melville Road
RECORDED AND SUBMITTED TO THE YARMOUTH HEALTH
ery Friable
89"
Cl Medium to Coarse Sand
2.5 Y 6/4Loose,
PREPARED FOR,-
llACONSTRUCTION
Si
le Grain
108"
C2 Fine to Medium Sand
2.5 Y 5/4Loose,
100-120 SHEET 2 of 2
Si
le Grain
BOTTOM OF PERC.: 52" RATE: < 2 Min / Inch
WITNESS: Mallory Lanslei, R.S., Yarmouth Health Department
DAVE: PRDIE(.'I:
3. PROVIDE TWO CLEANOUTS ALONG SEWER LINE PER PLAN - REQUIRED
SEPTIC SYSTEM COMPONENTS:
• SEWER LINE REQUIRES COMPACT BASE. PROVIDE TWO CLEANOUTS
GRADE AND COVER WITH CONTROL BOXES
• 1500 -GALLON SEPTIC TANK (H-30)
• DISTRIBUTION BOX: DB -3. COVER TO WITHIN 6" GRADE
• TWO 8.5' LONG BY 4.8' WIDE BY 2.0' EFFECTIVE DEPTH CHAMBERS
WITH 3' OF STONE AT ENDS AND 3.2' ALONG SIDES. RAISE BOTH
ACCESS PORTS TO WITHIN 3" OF GRADE - REQUIRED.
0 2020 Moron Engineering Associates. LLC
2. SEPTIC TANK CAPACITY: 330 GPD X 2 = 660 GPD
USE (1) 1500- GALLON (H-10) SEPTIC TANK
500 GAL
TO 1-1/2"
OVERALL
1. ALL SYSTEM COMPONENTS SHALL BE INSTALLEt
REGULATIONS.
2. PRIOR TO BACK FILLING THE INSTALLATION, TI
3. ANY ALTERATIONS OF THIS DESIGN MUST BE III
4. SYSTEM I5 NOT DESIGNED FOR A GARBAGE GRIP
5. THE INSTALLER I5 TO VERIFY THE LOCATION(S
CONSTRUCTION.
6. ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN A
WELLSINSTALL ACCESS PORTS (2) OVER LEACH CHAMBERS W/PRECAST
CONCRETE (OR EQVIVJ WATERTIGHT RISER WITHIN 3" (MIN.)
OF FINAL GRADE
2' LAYER OF 1/8' TO 1/2" 00118LE WASHED
STONE OR FILTER FABRIC OVER ENTIRE
LEACH AREA.
� O D 2.o'EFFECRVE
WASHED STONE ® V
STONE 6.0' TO BOTTOM OF
STALLED D.O.H.1
N INSTALLED
EL.93.8
NO WATER ENCOUNTERED
IN ACCORDANCE W/TITLE 5 OF THE SANITARY CODE d ANY APPLICABLE
E DESIGNER 6 HEALTH AGENT SHALL BE NOTIFIED FOR INSPECTION.
'PROVED BY THE DESIGNER 4 BOARD OF HEALTH, IN WRITING.
DER.
OF UTILITIES, CE55POOL(5) AND SEWER INVERTS PRIOR TO
L DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM SHALL BE
3. LEACH FACILITY DESIGN: 25.0'X 12.8' X 2.0' REMOVED 6 REPLACED W/CLEAN, COARSE SAND.
SIDE WALL AREA: 2 (25.0 � 12.8) X 2.0 X 0.74 GPD/SF = 111.88 7. ALL FILL MATERIAL UTILIZED FOR THE SOIL AS, SYSTEM SHALL BE CLEAN, COARSE SAND FREE FROM
BOTTOM AREA: 25.0 X 12.8 X 0.74 GPD/SF = _ _ DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 MINJIN. BEFORE d AFTER PLACEMENT.
TOTAL: 34868 EXISTING CESSPOOL(5) TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES.
9. DURING INSTALLATION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA.
348 GPD PROVIDED > 330- GPD REQUIRED 10. GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36".
11. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCHj'40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA.
USE: (2) 8.5' L X 4.8' W X 2.0' D CHAMBERS WITH 4.0' OF 3/4" SCH 40 PVC SHALL NOT BE LESS THEN 0.01 FT/FT;
TO 1-1/2" DOUBLE WASHED STONE ALONG ENDS AND SIDES. 12. WHEREVER SEPTIC LINES CROSS WATER SERVICE
LINES OR WHEN WATER SERVICE LINES COME WITHIN 10' OF THE
PROPOSED S.A.S.- PIPES SHALL BE CLASS 150 PRESSURE
PIPE 6 SHOULD BE PRESSURE TESTED TO ASSURE WATER
RESERVE: 30' X 10' X 2' TIGHTNESS. COORDINATE WITH LOCAL WATER
DEPARTMENT.
13. PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS.
* PROPERTY I5 LOCATED WITHIN A ZONE 7S, DRINKING
WATER PROTECTION DISTRICT. A DEED RESTRICTION
LIMITING THE DWELLING TO TWO (2) BEDROOMS IS TO BE
sueTEcr:
56 Melville Road
RECORDED AND SUBMITTED TO THE YARMOUTH HEALTH
DEPARTMENT.
South Yarmouth, MA
PREPARED FOR,-
llACONSTRUCTION
CONSTRUCTIONNOTES
James Eaton and Corey Russo
ASBFSBOItB'ID: SFff.EI:
100-120 SHEET 2 of 2
1. CONTACT OFFICE A MINIMUM OF 48 HOURS PRIOR TO START OF PROJECT.
2. PUMP d REMOVE EXISTING SEPTIC TANK PUMP 6 FILL EXISTING PIT.
DAVE: PRDIE(.'I:
3. PROVIDE TWO CLEANOUTS ALONG SEWER LINE PER PLAN - REQUIRED
07/29/2020 20-135
4. A SOIL INSPECTION I5 REQUIRED PRIOR TO PLACEMENT OF LEACHING
AREA COMPONENTS.
5. FINAL INSPECTION OF INSTALLED SEPTIC COMPONENTS PRIOR TO BEING 1,
Moran Engineering Associates, LLC
COVERED.
941 Route 28 - PO Box 183
6. ALL LANDSCAPE DETAILS ARE TO BE BETWEEN PROPERTY OWNER AND
South Harwich, MA 02661
SEPTIC SYSTEM INSTALLER.
508-432-2878