HomeMy WebLinkAboutEngineer PlanCrontierry
1. DEPTH TO WATER:
9.2 FT
II ,
1, t _,. �
• � t
ti
4 n t >E
1
INSPECTION
DISTRICT: RESIDENTIAL -25 (R-25)
2.6) WATER LEVEL RANGE
A. 0-2
EXISTNG
r n ag
STING
PROPOSED
LOT AREA
25,000 S.F.
9,000 S.F.
I [
FRONTAGE
�'
ii t F)
90 FT
Is 'Al
tLO
n e le�'
eater
r
� 41 � ;
ga.
j�� �,Qr •
\��'\ �-..
I
,� ave
10.5± FT
15.5 FT
REAR YARD
LOCATION MAP
1 " = 2000'±
FLOOD NOTE
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE
AE (EL 11) AS DEPICTED ON FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL No. 25001C 0589J, WHICH BEARS AN EFFECTIVE
DATE OF JULY 16, 2014.
RECORD OWNER:
ASSESSOR PARCEL I.D. 26-59
ALLISON & THOMAS FITZPATRICK
12 BURCH ROAD
SOUTH YARMOUTH, MA 02664
L.C. CERTIFICATE No. 224556
PLAN REFERENCES:
I. L.C. PLAN No. 21122-A SHEET 7 (LOT 74) F
PVC REMOVABLE CAP
7" DIA CONTROL VALVE BOX AS
MANUFACTURED BY AMETEK PLYMOUTH
PRODUCTS DIVISION PAT.3858765 OR
APPROVED EQUAL BROUGHT TO
FINISH GRADE
FINISH GRADE
-4"0 PVC SCH 4 1777i
SOLID PIPE
FILTER FABRIC PVC LATERALS
.DOU$LE WASHED STONE
4"0 PVC SCH 40
PERF. PIPE
INSPECTION PORT DETAIL
NOT TO SCALE
(`Dnl INInkA/ATSQ An -II I(ZTAA[71\IT
1. DEPTH TO WATER:
9.2 FT
o I
o
ZONING
DATA
INSPECTION
DISTRICT: RESIDENTIAL -25 (R-25)
2.6) WATER LEVEL RANGE
A. 0-2
EXISTNG
RE UIREDXIE
STING
PROPOSED
LOT AREA
25,000 S.F.
9,000 S.F.
9,000 S.F.
FRONTAGE
150 FT
90 FT
90 FT
FRONT YARD
30 FT
30.0+ FT
30.0 FT
SIDE YARD
15 FT
10.5± FT
15.5 FT
REAR YARD
20 FT
16.2± FT
20.3 FT
BUILDING COVERAGE 25% (2,250 S.F.)
19% (1,708 S.F.)
24% (2,176 SF S.F.)
MAX BUILDING
HEIGHT 35 FT
18± FT
24± FT
A
�
5RlGK
SAND 9.2
FLOOD NOTE
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE
AE (EL 11) AS DEPICTED ON FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL No. 25001C 0589J, WHICH BEARS AN EFFECTIVE
DATE OF JULY 16, 2014.
RECORD OWNER:
ASSESSOR PARCEL I.D. 26-59
ALLISON & THOMAS FITZPATRICK
12 BURCH ROAD
SOUTH YARMOUTH, MA 02664
L.C. CERTIFICATE No. 224556
PLAN REFERENCES:
I. L.C. PLAN No. 21122-A SHEET 7 (LOT 74) F
PVC REMOVABLE CAP
7" DIA CONTROL VALVE BOX AS
MANUFACTURED BY AMETEK PLYMOUTH
PRODUCTS DIVISION PAT.3858765 OR
APPROVED EQUAL BROUGHT TO
FINISH GRADE
FINISH GRADE
-4"0 PVC SCH 4 1777i
SOLID PIPE
FILTER FABRIC PVC LATERALS
.DOU$LE WASHED STONE
4"0 PVC SCH 40
PERF. PIPE
INSPECTION PORT DETAIL
NOT TO SCALE
(`Dnl INInkA/ATSQ An -II I(ZTAA[71\IT
5 OUTLET DISTRIBUTION BOX
5" VER
z CO
17.0"
r--16:5"--►1 � 12'=►I I
J O O i l11 O I 14.5„
g, i i 1l1»17
L -J L_
- 1
J
- 21"
DESIGN NOTES
4,000 P.S.I. CONCRETE @ 28 DAYS
D -BOX DETAIL
(NOT TO SCALE)
PLAN NORTH
o �
z �
c� SHED
o �
-p� o
o U ,
1. DEPTH TO WATER:
9.2 FT
o I
o
2.A) INDEX WELL:
MIW-29
INSPECTION
VENT
2.6) WATER LEVEL RANGE
A. 0-2
EXISTNG
17
3. CURRENT WATER LEVEL
8.9 FT
1. DESIGN DAILY FLOW: 4 BR. x 110 GPD = 440 GPD
36"MAX(11.7)
4. WATER LEVEL ADJ.
2.1 FT
3. LEACHING TRENCHES: P.R. <2 MIN/IN CLASS I
5. DEPTH TO HIGH WATER
7.1 FT
� o
IN,
SOIL
LOGS
C�3 Q
p cr
T.H.#1
T.H.#2
�n a,
EL. 9.7
EL. 9.2
4"OPVCEL -8.73 "O pVC PERF FILTER FABRICS
2,' TOPOGRAPHIC SURVEY FROM GRADY CONSULTING, LLC JANUARY 4, 2020.
�" lST/NG
A
A
�
5RlGK
SAND 9.2
SAND
8.7
6"-30"
MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221(12))
B
C-36"
PROPOSED SYSTEM.
SAND
8
11. NO KNOWN EASEMENTS ARE IN THE AREA OF THE PROPOSED SYSTEM.
7.2
SAND
CLEAN COARSE SAND IN ACCORDANCE WITH 310 CMR 15.255 (3). EXCAVATION TO BE INSPECTED
BY GRADY CONSULTING L.L.C. AND TOWN PRIOR TO SOIL REPLACEMENT
6.2
SEPTIC TANK -1,500
PERC
30"-120"
36"-120"
40"-58"
C
C
<2 MIN
/INCH
SAND
SAND
2.1 y
-0.3
-0.8
D= 10'-0"
D= 10'-0"
WEEPING
WEEPING
9'-2"
(EL.=0.3)
(EL.=0.0)
5 OUTLET DISTRIBUTION BOX
5" VER
z CO
17.0"
r--16:5"--►1 � 12'=►I I
J O O i l11 O I 14.5„
g, i i 1l1»17
L -J L_
- 1
J
- 21"
DESIGN NOTES
4,000 P.S.I. CONCRETE @ 28 DAYS
D -BOX DETAIL
(NOT TO SCALE)
PLAN NORTH
o �
z �
c� SHED
o �
-p� o
o U ,
40 MIL POLYBARRIER
TOP EL=8.7
BOT EL.=7.0±*
*MUST EXTEND AT LEAST 1'
INTO EXISTING GRADE
14' ,
FILTER FABRIr
4"O PVC
16" WASHED STONET
I
r 2 4 H 2' i5'
LEACHING TRENCHES X -SECTION
(NOT TO SCALE)
r- it
EXISTING
DGYELLLAIB
11zz/zz-Zzz --2z- 1 �zz-zz/ l'
ASSESSORS PARCEL 26-64
#9 MAYO ROAD
IVlF JOHN A. CITRANO
L.C. CERTIEICAZE No. 1255086
ExISTI,vc , ENCE (/ )
90.00' N54330 "W ��----
- ASSESSORS LOT 26-56
�IV h'! �'L 9,000 S.F.
=� ------------------
SERVE-
- ��i v v_ ti _ f AREA
L IX
/ V
-
I �- � PSIS!/NC HEDGES l� I
HE r -- ----- -- >----- ----- --- -I- it
-7-77\ ------
-------
P_ 8.6' COVERED
y I PORCH 20
EXISl7N0
BLUESTONE
Cd
' I.,v PATIO
OUTLET DISTRIBUTION LINES
f
II CLEANOUT & INSPECTIONy
o I
o
INSTALL CAST IRON COVER
o
, N
INSPECTION
VENT
NOT TO SCALE) (FROM T.H.12 -WEEPING)
W/IN 3" OF FINISH GRADE
EXISTNG
17
LIEDGES
1. DESIGN DAILY FLOW: 4 BR. x 110 GPD = 440 GPD
36"MAX(11.7)
36"MAX 11.4
3. LEACHING TRENCHES: P.R. <2 MIN/IN CLASS I
+9.7 12"MIN(9.7) FINISH GRADE
12"MIN(9.4)
� o
IN,
EFFECTIVE LEACHING AREA = 6 SF/LF
JlOy%l`�u�,,�
C�3 Q
p cr
CAPACITY: 598 S.F. x 0.74 GPD/S.F. = 442 > 440 GPD(D.D.F.)
BRLd
KOUJ
�n a,
1.11 PROPERTY LINE DATA FROM "PLAN OF LAND IN YARMOUTH", DATED JANUARY 10, 1948" BY NEWELL
4"OPVC S H
4"OPVCEL -8.73 "O pVC PERF FILTER FABRICS
2,' TOPOGRAPHIC SURVEY FROM GRADY CONSULTING, LLC JANUARY 4, 2020.
�" lST/NG
44 CALL DIG SAFE 1-888-344-7233 AT LEAST 4 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
EL 8 40
�
5RlGK
61 NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED SYSTEM
THE SITE IS NOT LOCATED IN AN AQUIFER PROTECTION ZONE I
71 L
PATlO
40 MIL POLYBARRIER
TOP EL=8.7
BOT EL.=7.0±*
*MUST EXTEND AT LEAST 1'
INTO EXISTING GRADE
14' ,
FILTER FABRIr
4"O PVC
16" WASHED STONET
I
r 2 4 H 2' i5'
LEACHING TRENCHES X -SECTION
(NOT TO SCALE)
r- it
EXISTING
DGYELLLAIB
11zz/zz-Zzz --2z- 1 �zz-zz/ l'
ASSESSORS PARCEL 26-64
#9 MAYO ROAD
IVlF JOHN A. CITRANO
L.C. CERTIEICAZE No. 1255086
ExISTI,vc , ENCE (/ )
90.00' N54330 "W ��----
- ASSESSORS LOT 26-56
�IV h'! �'L 9,000 S.F.
=� ------------------
SERVE-
- ��i v v_ ti _ f AREA
L IX
/ V
-
I �- � PSIS!/NC HEDGES l� I
HE r -- ----- -- >----- ----- --- -I- it
-7-77\ ------
-------
P_ 8.6' COVERED
y I PORCH 20
EXISl7N0
BLUESTONE
Cd
' I.,v PATIO
�W h
7r/TT ---- - S STE �P���
o / - _-\�\�\7�wA�
o PROPOSED DWELLING
F.F. EL=13.00
M
DFNJ;fEESLiTU6rNX �I DW
E 111W;
. 3\ -/2m SLAB EL=11.50
z
I FE. EL=10.5f
CRAWL SPACE -
15.5'
233'f� I o
MAIN HOUSE 20" MANHOLE COVER
W/IN 6" OF FINISH GRADE
EL. 13.00
+
.Q
PROPOSED `
OUTLET PIPE 4"0 VC
EL. 9.75 SCH 40 T6�
9.40
OUTLET DISTRIBUTION LINES
f
II CLEANOUT & INSPECTIONy
o I
o
INSTALL CAST IRON COVER
o
, N
INSPECTION
VENT
NOT TO SCALE) (FROM T.H.12 -WEEPING)
W/IN 3" OF FINISH GRADE
EXISTNG
t
LIEDGES
�W h
7r/TT ---- - S STE �P���
o / - _-\�\�\7�wA�
o PROPOSED DWELLING
F.F. EL=13.00
M
DFNJ;fEESLiTU6rNX �I DW
E 111W;
. 3\ -/2m SLAB EL=11.50
z
I FE. EL=10.5f
CRAWL SPACE -
15.5'
233'f� I o
MAIN HOUSE 20" MANHOLE COVER
W/IN 6" OF FINISH GRADE
EL. 13.00
+
.Q
PROPOSED `
OUTLET PIPE 4"0 VC
EL. 9.75 SCH 40 T6�
9.40
FX;ST?✓C
DWfLLINC
S
1 �
I V
f -B TOUNDATiON
l
05 It
"� '<, COVERED P o' --I
��/�////� �S �V 1 q EXISTING' I 2zzz-z��zz.
I I ����. O o BiICA' b PROPOSED
I U EXLSTIP✓C H- CES \ N GR/ E6XAY 1500 GJ�LLON)
O / PROPOSED / _- __ -____- -__ I SEPTIC IAN
PROP D -BOX
DRIVEWAY 01
� 4 POSE) 40 MIL POLY BARRIER
PROPOSED WATER SERE I ®° O p
PROPOSED INSPECTION P6RT 3 10. I , BOTTOM EL =- ,O\
01
-- ------ ,,\l
o I PR 6SED LIMIT OAF EXCAVATION
EALSIr/VG ZF4�CHl7/(,' 1/T tI o, 10 EE NOTE 12)
(PUMP & REMOVE) PROPOSED 2-65' LONG x 2' WIDE x 1.3'
z -- - ---- - ------------
El!SFING' GAS & WATEF�SERtICE 3 - DT74 x i DEEP LEACHING TRENCHES (TYP)
(CONTRACTER TO VERIFY)
PROPOSED VENT
j 0.00' N5.43'30"W UP`„
HYO
�� BUSHES 0-
1�J/ _ 'T1Mt3ER B - -
EDGE OF EM /EEENT _ - - - - - - - - - EDGE OF PAVEIVLI) ; _ -
-W----W-- W-- --W- -yW- -W--- W - --W - W- --W - - W- W - - - W -- - W - -W---W-----W-----VJ
G---G.--G- - G --- -G - - - G----G----G--G -. -- G - G-----G----G--G- -G-- ---G- --G
T T R u R BENCHMARK
R
Z\ L V 1 � C 1 1 y � o A MAG NAIL IN PAVEMENT
L ELEVATION = 8.34
NA. V.O. '98
EDGE OF PAVEM-FNT
OUTLET DISTRIBUTION LINES
f
II CLEANOUT & INSPECTIONy
o I
INSTALL CAST IRON COVER
SHALL BE LEVEL FOR THE
INSPECTION
VENT
NOT TO SCALE) (FROM T.H.12 -WEEPING)
W/IN 3" OF FINISH GRADE
FIRST TWO FEET
PORT
REQUIRED
1. DESIGN DAILY FLOW: 4 BR. x 110 GPD = 440 GPD
36"MAX(11.7)
36"MAX 11.4
3. LEACHING TRENCHES: P.R. <2 MIN/IN CLASS I
+9.7 12"MIN(9.7) FINISH GRADE
12"MIN(9.4)
o
FX;ST?✓C
DWfLLINC
S
1 �
I V
f -B TOUNDATiON
l
05 It
"� '<, COVERED P o' --I
��/�////� �S �V 1 q EXISTING' I 2zzz-z��zz.
I I ����. O o BiICA' b PROPOSED
I U EXLSTIP✓C H- CES \ N GR/ E6XAY 1500 GJ�LLON)
O / PROPOSED / _- __ -____- -__ I SEPTIC IAN
PROP D -BOX
DRIVEWAY 01
� 4 POSE) 40 MIL POLY BARRIER
PROPOSED WATER SERE I ®° O p
PROPOSED INSPECTION P6RT 3 10. I , BOTTOM EL =- ,O\
01
-- ------ ,,\l
o I PR 6SED LIMIT OAF EXCAVATION
EALSIr/VG ZF4�CHl7/(,' 1/T tI o, 10 EE NOTE 12)
(PUMP & REMOVE) PROPOSED 2-65' LONG x 2' WIDE x 1.3'
z -- - ---- - ------------
El!SFING' GAS & WATEF�SERtICE 3 - DT74 x i DEEP LEACHING TRENCHES (TYP)
(CONTRACTER TO VERIFY)
PROPOSED VENT
j 0.00' N5.43'30"W UP`„
HYO
�� BUSHES 0-
1�J/ _ 'T1Mt3ER B - -
EDGE OF EM /EEENT _ - - - - - - - - - EDGE OF PAVEIVLI) ; _ -
-W----W-- W-- --W- -yW- -W--- W - --W - W- --W - - W- W - - - W -- - W - -W---W-----W-----VJ
G---G.--G- - G --- -G - - - G----G----G--G -. -- G - G-----G----G--G- -G-- ---G- --G
T T R u R BENCHMARK
R
Z\ L V 1 � C 1 1 y � o A MAG NAIL IN PAVEMENT
L ELEVATION = 8.34
NA. V.O. '98
EDGE OF PAVEM-FNT
o -.01 SCH 40 S=.005 24'-3/4x TO 1 1/2" 4 w
I DEP APPROVED EL9.O0 1 - O
d EFFLUENT TEE L. 8.83 ° a a WASHED STONE ° a •° a
FILTER REQUIRED L9.15 6" CRUSHI--D I'-°=- El 710
STONE L.8.73
6 CRUSHED STONE 65' 10' MIN.
PROPOSED PROPOS--D
REIN. CO
PRECAST CONCRETE 1500 C.
DIST. e x USE: 2-65 LONG x 2 WIDE x 1.3 DEEP
GALLON SEPTIC TANK
MIN. To BLDG
MIN.
OUTLET DISTRIBUTION LINES
f
II CLEANOUT & INSPECTIONy
o I
INSTALL CAST IRON COVER
SHALL BE LEVEL FOR THE
INSPECTION
VENT
NOT TO SCALE) (FROM T.H.12 -WEEPING)
W/IN 3" OF FINISH GRADE
FIRST TWO FEET
PORT
REQUIRED
1. DESIGN DAILY FLOW: 4 BR. x 110 GPD = 440 GPD
36"MAX(11.7)
36"MAX 11.4
3. LEACHING TRENCHES: P.R. <2 MIN/IN CLASS I
+9.7 12"MIN(9.7) FINISH GRADE
12"MIN(9.4)
+9.7
EFFECTIVE LEACHING AREA = 6 SF/LF
JlOy%l`�u�,,�
PROPOSED AREA: 130 LF x 4.6 SF/LF = 598 S.F.
CAPACITY: 598 S.F. x 0.74 GPD/S.F. = 442 > 440 GPD(D.D.F.)
BRLd
KOUJ
I,
SEPTIC NOTES
1.11 PROPERTY LINE DATA FROM "PLAN OF LAND IN YARMOUTH", DATED JANUARY 10, 1948" BY NEWELL
4"OPVC S H
4"OPVCEL -8.73 "O pVC PERF FILTER FABRICS
2,' TOPOGRAPHIC SURVEY FROM GRADY CONSULTING, LLC JANUARY 4, 2020.
14" S -
44 CALL DIG SAFE 1-888-344-7233 AT LEAST 4 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
EL 8 40
�
o -.01 SCH 40 S=.005 24'-3/4x TO 1 1/2" 4 w
I DEP APPROVED EL9.O0 1 - O
d EFFLUENT TEE L. 8.83 ° a a WASHED STONE ° a •° a
FILTER REQUIRED L9.15 6" CRUSHI--D I'-°=- El 710
STONE L.8.73
6 CRUSHED STONE 65' 10' MIN.
PROPOSED PROPOS--D
REIN. CO
PRECAST CONCRETE 1500 C.
DIST. e x USE: 2-65 LONG x 2 WIDE x 1.3 DEEP
GALLON SEPTIC TANK
MIN. To BLDG
MIN.
LEACHING TRENCH SYSTEM
f
II CLEANOUT & INSPECTIONy
o I
*ALL STONE MUST BE DOUBLE WASHED FREE OF FINES
SUBSURFACE
EWAGE DISPOSAL SYSTEM GROUNDWATER EL. 2.1
111
NOT TO SCALE) (FROM T.H.12 -WEEPING)
SEPTIC DESIGN
(NOT DESIGNED FOR GARBAGE GRINDER)
1. DESIGN DAILY FLOW: 4 BR. x 110 GPD = 440 GPD
2. SEPTIC TANK: 440 GPD x 2 = 880 GAL. USE: 1500 GAL
3. LEACHING TRENCHES: P.R. <2 MIN/IN CLASS I
USE: 2-65' LONG x 2' WIDE x 1.3' DEEP LEACHING TRENCHES
TITLE 5
EFFECTIVE LEACHING AREA = 6 SF/LF
PROPOSED AREA: 130 LF x 4.6 SF/LF = 598 S.F.
CAPACITY: 598 S.F. x 0.74 GPD/S.F. = 442 > 440 GPD(D.D.F.)
I,
SEPTIC NOTES
1.11 PROPERTY LINE DATA FROM "PLAN OF LAND IN YARMOUTH", DATED JANUARY 10, 1948" BY NEWELL
B. SNOW, ENGINEER. RECORDED WITH THE BARNSTABLE COUNTY LAND COURT PLAN 21122A.
2,' TOPOGRAPHIC SURVEY FROM GRADY CONSULTING, LLC JANUARY 4, 2020.
3i SOILS TESTING BY BRENDAN KLING, GRADY CONSULTING, LLC ON SEPTEMBER 23, 2021.
44 CALL DIG SAFE 1-888-344-7233 AT LEAST 4 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
51 NOTIFY TOWN AND GRADY CONSULTING PRIOR TO BACKFILLING OF SYSTEM.
61 NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED SYSTEM
THE SITE IS NOT LOCATED IN AN AQUIFER PROTECTION ZONE I
71 L
,
8,1 ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE
MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221(12))
9 NO STREAMS, SURFACE & SUBSURFACE DRAINS AND WETLANDS EXIST WITHIN 100 FT OF THE
PROPOSED SYSTEM.
10. THE SITE LOCATED IN A FLOOD PLAIN DISTRICT AE EL.11 AS NOTED.
11. NO KNOWN EASEMENTS ARE IN THE AREA OF THE PROPOSED SYSTEM.
12. EXCAVATE ALL MATERIAL (A, B) TO SAND C LAYER (36"), 5' AROUND SYSTEM. REPLACE WITH
CLEAN COARSE SAND IN ACCORDANCE WITH 310 CMR 15.255 (3). EXCAVATION TO BE INSPECTED
BY GRADY CONSULTING L.L.C. AND TOWN PRIOR TO SOIL REPLACEMENT
APPROXIMATE PERC SAND VOLUME = 75 X 18 X (8.7 - 6.2) / 27 + 20% = 150± C.Y.
SEPTIC TANK -1,500
GA1LON A4 °F "'Assq�y Digitally signed NOV 15 2021
INLET(ty
r- f r 7
o� RICNAI m� 't. C1 I by Richard HEALTH DEPT.
0 GRADY Ce Grady
No 38072p Date: 2021.10.20
OUTLET(typ) APS tc rEaEo�� 1 adY 06:06:55 04'00'
8/ANAL CN\\.
T
4" TOP H-10 '1
�' 8" TOP H.D. 68" H-10
56 it INLET OUTLET �, 72" H.D.
Ili 3" WALL' i�
i
DESIGN NOTES
1. TOP & BOTTOM MATCHING KEY JOINT SEALED
BUTYL RESIN AS SPECIFIED BY THE MANUFACTURER.
2. TANK COMPLETELY REINFORCED.
3. CONCRETE IS 4,000 P.S.I. @ 28 DAYS.
4. AVAILABLE IN STANDARD, H-10, ANR HEAVY DUTY TOP.
SEPTIC TANK IiDETAIL
EDGE GE PAVE+✓TENT - - - - - -
10 0 10 20 30
Scale I" = 10'
(NOT TO SCALE)
Harmoath Health Department
APPROVE
Name Date
SITE PLAN 5�
ASSESSORS MAP 26 LOT .5f
#12 BURCH ROAD
YARMOUTH, MASSACHUSETTS
PREPARED FOR:
THOMAS FITZPATRICK OCTOBER 18, 2021
12 ORCHARD BLOSSOM RD SCALE: 1"=10'
WINDHAM NH 03087 JOB No. 20-427
GRADY CONSULTING, L.L.C.
Civil Engineers, Land Surveyors & Landscape Architects
71 Evergreen Street, Suite 1, Kingston, MA 02364
Phone (781) 585-2300 Fax (781) 585-2378
SHEET 1 OF 1
f
II CLEANOUT & INSPECTIONy
68"
� '
011
111
ET-
i1 COVERS
r- f r 7
o� RICNAI m� 't. C1 I by Richard HEALTH DEPT.
0 GRADY Ce Grady
No 38072p Date: 2021.10.20
OUTLET(typ) APS tc rEaEo�� 1 adY 06:06:55 04'00'
8/ANAL CN\\.
T
4" TOP H-10 '1
�' 8" TOP H.D. 68" H-10
56 it INLET OUTLET �, 72" H.D.
Ili 3" WALL' i�
i
DESIGN NOTES
1. TOP & BOTTOM MATCHING KEY JOINT SEALED
BUTYL RESIN AS SPECIFIED BY THE MANUFACTURER.
2. TANK COMPLETELY REINFORCED.
3. CONCRETE IS 4,000 P.S.I. @ 28 DAYS.
4. AVAILABLE IN STANDARD, H-10, ANR HEAVY DUTY TOP.
SEPTIC TANK IiDETAIL
EDGE GE PAVE+✓TENT - - - - - -
10 0 10 20 30
Scale I" = 10'
(NOT TO SCALE)
Harmoath Health Department
APPROVE
Name Date
SITE PLAN 5�
ASSESSORS MAP 26 LOT .5f
#12 BURCH ROAD
YARMOUTH, MASSACHUSETTS
PREPARED FOR:
THOMAS FITZPATRICK OCTOBER 18, 2021
12 ORCHARD BLOSSOM RD SCALE: 1"=10'
WINDHAM NH 03087 JOB No. 20-427
GRADY CONSULTING, L.L.C.
Civil Engineers, Land Surveyors & Landscape Architects
71 Evergreen Street, Suite 1, Kingston, MA 02364
Phone (781) 585-2300 Fax (781) 585-2378
SHEET 1 OF 1