HomeMy WebLinkAboutEngineer PlanMYRTLE LANE
LOCUS MAP
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LOCUS
o
NOTE: LOCATED UNDER THE POOL PATIO AND IS THEREFORE INACCESSIBLE.
IN THE BASEMENT WILL NEED TO BE REROUTED
FROM ITS EXISTING
LOCATION AND ELEVATION
NOTE: PLUMBING
NOTE: THE SEPTIC
TANK WILL BE ABANDONED ACCORDING TO TITLE
5 STANDARDS. THE
PIT STRUCTURE IS
LOCUS MAP
SCQI2: IU TS // DRAINAGE
�\` �/ "ENT
ti
0
0
d
7 B.M. NAIL IN
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(N. A. V. D. (9 8)
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a-90"50'55» I_ ------------
- 3----------'/ v\��\ gook, P 5 e:
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34.1 x / PROPOSED\\ ,
34.5
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i /�/ 135.00'
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NOTE: LOCATED UNDER THE POOL PATIO AND IS THEREFORE INACCESSIBLE.
SPINK
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D
MD
SURVEY FOR SEPTIC SYSTEM
10YR2/2
^
12"-24"
UPGRADE PURPOSES ONLY. NOT
m
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n
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STRUCTURES OR PROPERTY LINE
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v
#
mO
31,50"STONE
DESCRIPTION
DRAWN
m
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R
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AND FLOOR PLAN
Z
JCS
2
f!
4/2/22
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SIZE
TCR
X
LL
r i
3
/12/22
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FLOOR PLAN
TCR
JCS
\� N79° 8'29"E //
MAGNOLIA
ROAD
- 1014.57' /
LOCUS MAP
SCQI2: IU TS // DRAINAGE
�\` �/ "ENT
ti
0
0
d
7 B.M. NAIL IN
TREE EL. =37.19
(N. A. V. D. (9 8)
\ EASE
L-47.57' m I \\
R=30.00' O -----
a-90"50'55» I_ ------------
- 3----------'/ v\��\ gook, P 5 e:
\P -Prop '
105_ 42y ID.
20> 050
I ---- S.F.
/ CONCRETE
/
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GAS
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/ NO O
34.4x o
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34.1 x / PROPOSED\\ ,
34.5
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O N
O C
11 cAp �t� PEPTIC IAN ',y,,
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AT GPIADEt_0-
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r2 6" MI
1
SPINK
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SANDY LOAM
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^
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B
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10YR5/8
24"-129"
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MED./COARSE
SAND
31.67
DESIGN
59 CLAY STREET SEPTIC SYSTEM DESIGN PLAN
MIDDLEBORO, MASSACHUSETTS
rn 02346-1052
I N)
0 N N 774-766-0544 OR 774-678-9066 jspinkl®gmail.com
-EXISTING TO �
ROOT SYSTEM
BE REMOVE
L
Mn mm von:
10,
GINA SCIALDONE farcjuouf�rEp
2 COTTONWOOD STREET
YARMOUTH PORT, MASSACHUSETTS 02675
= 35.24
TP N0. DTH -1
GRD. EL. 33.3±
r,W FI . BELOW EL. 22.55
9" MIN, COVER
36" MAX. COVER
H-10 LOADING
(L'
OPTIONAL KNOCKOUTS
0
LL i - - - - -
MANHOLE COVER
24" DIAMETER MIN. (TYP.)
10.5'
INSTALL A RISER
FOR THE D -BOX
COVER IS TO BE NOTE: ALL NEW CHAMBERS WILL BE H-10 LOADING.
WITHIN 6" OF F.G.
T FINISHED GRADE 27 MIN. SLOPE F.G. OVER THE SOIL ABSORPTION SYSTEM IS: EL. 33.3±
i" MIN n n
a e LEVEL \
L 4, \\ \
(SCH. 40) 44
NOTE: THE ACCESS PORT
a SHALL BE WITHIN 6" OF
SLOPE OF .02 °, 4" PVC PlPf 2.5' OF STONE 1 2.51 FINISH GRADE
AFFLE
a
SOIL
TEXTURE
r2 6" MI
1
a
(SCH. 40)
0"-12"
0/A
SANDY LOAM
10YR2/2
^
12"-24"
B
SANDY LOAM
10YR5/8
24"-129"
C
MED./COARSE
SAND
31.67
n
N
31.3±
2.5'2.5'
SCALE:
1" = 10'
DESIGNED BY: TCR
DRAWING NO.:
JOB NO:
CHECKED BY: JCS
#
a
31,50"STONE
DESCRIPTION
DRAWN
CHK
13/21/22
R
ADD NOTES
AND FLOOR PLAN
TCR
JCS
2
°
A�
4/2/22
ADD NOTES AND NEW SAS
SIZE
TCR
JCS
Z5vp,.//���A
�r}o�"WOO
3
/12/22
ADD NOTES AND RESIZE SAS NEW
FLOOR PLAN
TCR
JCS
�, pdvb
4000 DDI0J30.8
0
00
&1-1/2"'
•OUTLETS
3o0
PLUGGED
26.6
1/2"
oDOUBLE
WASTONE
ALL AROUND)
DB3 D- BOX
H-10
LOADING
.DOUBLE
WASHED STONE
H-10
LOADING
" CRUSHED STONE WITH B 30.5 4.83 WIDE
00
r
310 CMR 15.2323 - 500 GAL. CHAMBERS
H-20 LOADING (SEE LAYOUT) = 9.8'
NO GROUND WATER AT 22.55 3 - 500 GAL. CHAMBERS
(SEE LAYOUT)
H-20 LOADING H-10 LOADING -
DB3 D- BOX
ih 3 - 500 GAL. LEACHING GALLEYS
O0 WITH 2.5' OF STONE ALL AROUND SEE PLAN VIEW FOR CHAMBER AND
-:�-�ESTONE CONFIGURATION
ACH CHAMBER IS 8.51E x 4.8'W x 2.75'H
1,83' L
USE WIGGIN PRECAST COMPONENTS OR SIMILAR. ALL COMPONENTS WILL BE INSTALLED ON A STABLE COMPACTED BASE
[SEE 310 CMR 15.228(1)]
SOIL TEST DATA
DEEP HOLE
SOIL EVALUATOR: THOMAS ROUX
APPROVING AUTHORITY: PHILIP RENAUD
DATE PERFORMED: JANUARY 27, 2022
PERC TEST
SOIL EVALUATOR: THOMAS ROUX
APPROVING AUTHORITY: PHILIP RENAUD
DATE PERFORMED: JANUARY 27 9099,
SOIL EVALUATION PERFORMED BY: THOMAS ROUX
SOIL EVALUATOR LICENSE NUMBER: SE2703
I CERTIFY THAT I HAVE TAKEN AND PASSED TWE
SOIL EVALUATOR CLASS ON OCTOBER OF 20001
PT N0. A
GRD. EL. 33.3±
PERC DEPTH 46"
START 15 MIN. PRESOAK: 2:12 P.M.
END 15 MIN. PRESOAK: 2:27 P.M.
TIME AT 12 IN.:
TIME AT 9 IN.:
TIME AT 6 IN.:
PERC RATE OF <2 m.p.i.
SURFACE
DEPTH
SOIL
HORIZON
SOIL
TEXTURE
SOIL
COLOR
SOIL
MOTTLING
ELEVATION
0"-12"
0/A
SANDY LOAM
10YR2/2
12"-24"
B
SANDY LOAM
10YR5/8
24"-129"
C
MED./COARSE
SAND
2.5Y6/4
DATE: JANUARY 23, 2022
SCALE:
1" = 10'
DESIGNED BY: TCR
DRAWING NO.:
JOB NO:
CHECKED BY: JCS
#
DATE
ESTIMATED SEASONAL GROUND WATER ELEV.
NO G.W. ENCOUNTERED AT (EL. = BELOW 22.55)
THE ENTIRE SAS IS IN THE C -LAYER.
THERE IS NO 5' SAND OVERDIG REQUIRED.
KITCHEN LSP". BEDROOM 2
GARAGE I L HALL
BEDROOM 1
�P LIVING ry
�oeOQ ROOM \e
FRONT
DOOR
FLOOR PLAN DRAWING IS NTS
UTILITIES ARE PLOTTED FROM FIELD LOCATION AND I
ANY RECORD INFORMATION AVAILABLE, AND SHOULD
BE CONSIDERED APPROXIMATE. OTHER UTILITIES MAY -
EXIST WHICH ARE NOT EVIDENT OR FOR WHICH RECORD
INFORMATION WAS NOT AVAILABLE. CONTRACTORS (IN
ACCORDANCE WITH MASS.G.L. CHAPTER 82 SECTION 40
AS AMENDED) MUST CONTACT ALL UTILITY COMPANIES1
BEFORE EXCAVATING AND DRILLING. ALSO, CALL
"DIG -SAFE" AT 1(888)344-7233 €1(888)DIG-SAFEj.
TYPE OF BUILDING: SINGLE FAMILY DWELLING
TOTAL NUMBER OF EXISTING BEDROOMS: 2 (DESIGNED FOR 3)
DESIGN FLOW: 110 GAL./BEDROOM/DAY
o DESIGN FLOW: 3 BEDROOMS X 110 GAL./BEDROOM = 330 GAL./DAY
N BOTTOM AREA: 30.5' X 9.8' = 298.9 S.F.
SIDE AREA: 2[2'(30.5') + 2'(9.8)] = 161.2 S.F.
TOTAL LEACHING AREA: 298.9 S.F. + 161.2 S.F. = 460.1 S.F.
460.1 S.F. x .74GPD/SF = 340.4 GPD
SINCE 340.4 GPD > 330 GPD O.K.
LEGEND
0000�o SW STONE WALL 9 CB CATCH BASIN
TL TREE LINE / BM BENCH MARK
Os SMH SEWER MANHOLE e UP UTILITY POLE
OD DMH DRAIN MANHOLE Z% HYD FIRE HYDRANT
® W WELL G PRC PERC TEST
EC EROSION CONTROL O DH DEEP HOLE
PROPOSED CONTOUR 15-93 EXISTING SPOT ELEV.
---so--- EXISTING CONTOUR "99'9 PROPOSED SPOT ELEV.
NOTES
1. ALL ELEVATIONS REFER TO THE NAIL SET IN TREE, SEE PLAN FOR BENCHMARK LOCATION.
2. ALL CONSTRUCTION SHALL CONFORM TO 310 CMR 15.00, TITLE V AND THE REGULATION OF THE TOWN'S BOARD OF
HEALTH.
3. THIS PLAN DOES NOT WARRANT OR IMPLY ANY SUBSURFACE SOIL CONDITIONS OTHER THAN THOSE OBSERVED AT
THE IMMEDIATE TEST PIT LOCATIONS. IF UNSUITABLE MATERIAL IS ENCOUNTERED,
ALL CONSTRUCTION SHALL CEASE, AND THE DESIGN ENGINEER SHALL BE CONTACTED IMMEDIATELY.
4. ALL TANKS, D -BOXES, AND CHAMBERS SHALL BE SET LEVEL AND TRUE TO GRADED ON A MECHANICALLY
COMPACTED STABLE BASE.
5. AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED TO MINIMIZE EROSION, THE AREA OVER THE
SYSTEM SHALL BE GRADED TO A MINIMUM OF 2% SLOPE TO PROVIDE POSITION SURFACE DRAINAGE.
6. THE ORIGINAL TOPOGRAPHIC SURVEY AND PLAN WERE DONE BY BORDERLAND ENGINEERING.
7. THIS PLAN SHALL NOT BE USED FOR THE REPRODUCTION OF PROPERTY LINES, NOR SHALL IT BE USED AS A
MORTGAGE PLOT PLAN OR TITLE SURVEY. CONFORMANCE TO LOCAL BYLAWS SHALL BE DETERMINED BY THE OWNER
PRIOR TO CONSTRUCTION.
8. THE OWNER IS RESPONSIBLE FOR THE DETERMINATION OF THE LOCATIONS OF ALL BURIED UTILITIES.
9. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST ONCE A YEAR AND PUMPED WHEN
THE TOTAL DEPTH OF SOLIDS EXCEEDS 1/4 THE LIQUID DEPTH OF THE TANK.
10. ANY ALTERATIONS MUST BE REPORTED TO THE DESIGN ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION,
11. THE SYSTEM MUST BE INSPECTED DURING CONSTRUCTION BY THE BOARD OF HEALTH OR ITS AGENT AND THE
DESIGN ENGINEER AND BE CERTIFIED BY THE DESIGN ENGINEER.
12. A SPLASH PAD WILL BE USED ON THE GROUND WHERE THE WATER ENTERS THE 3 CHAMBERS.
13. ALL STONE USED IS TO BE DOUBLE WASHED STONE.
14. SEE 310 CMR 15.255 FOR FILL SPECIFICATIONS, SEE 310 CMR 15.247
FOR AGGREGATE SPECIFICATION.
15. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER
TO LOCATE THEM ONCE BURIED.
16, THERE ARE NO WELLS WITHIN 100' OF THE SYSTEM. YSmoutthh Health Department
17. NO EFFLUENT FILTER WILL BE USED AT THE OUTLET END OF THE TANK. tii PRD
18. THE EXISTING SEPTIC TANK WILL NOT BE REUSED. THE EXISTING SYSTEM I3 m
aIcv MUM e Cry
19. SLOPES MUST BE STABILIZED POST CONSTRUCTION. ` -
20. EXISTING 2 BEDROOM HOUSE WAS DESIGNED FOR 3 BEDROOMS. APR 15 2022
21. THE SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER,
HEALTH DEPT.
22. PLUMBING IN THE BASEMENT WILL BE REROUTED,
23. INSTALL RISERS FOR THE INLET AND OUTLET OF THE SEPTIC TANK, D -BOX AND THE 1 CHAMBER.
24. THE EXISTING SEPTIC TANK WILL BE ABANDONED ACCORDING TO TITLE 5 STANDARDS. THE SEPTIC TANK WILL BE
PUMPED DRY, A HOLE WILL BE PUNCHED IN THE BOTTOM OF THE TANK. THE SEPTIC TANK WILL THEN BE FILLED
WITH SAND.
SEPTIC SYSTEM DESIGN PLAN
CLIENT: LOCATION:
LINA
SCIALDONE
2 COTTONWOOD STREET
YARMOUTH PORT. , MA.
02675
NO GARBAGE GRINDER ALLOWED';
SEPTIC TANK VOLUME: 1500 GAL
DESIGN PERC RATE: < 2 MIN/INCH
LTAR= .74 GPD/SF
DATE: JANUARY 23, 2022
SCALE:
1" = 10'
DESIGNED BY: TCR
DRAWING NO.:
JOB NO:
CHECKED BY: JCS
#
DATE
REVISION
DESCRIPTION
DRAWN
CHK
13/21/22
ADD NOTES
AND FLOOR PLAN
TCR
JCS
2
4/2/22
ADD NOTES AND NEW SAS
SIZE
TCR
JCS
3
/12/22
ADD NOTES AND RESIZE SAS NEW
FLOOR PLAN
TCR
JCS