HomeMy WebLinkAboutEngineer Plans - 2021USE iO GRAVEL OR CRUSHED STONE 31 1/4 OR BOTTOM CONCRETE=2.5 0
COMPACTED IN 5" LIFTS LIBERTY LE 41A 4/10 HP PUMP EST HOLE DATE: July 3, 2002
OR 6" THICK UNREINFORCED, CONCRETEOR EQUAL
6" PERFORMED BY: Ron Cadillac, Soil Evaluator 25"
PROPOSED COVER OVER LEACHING
6" SAND + 4" LOAM
ITNESSED BY: Amy Von Hone, RS, OHO
PERC RATE: <2'-00"/inch (C layer) 33„
�OIL SURVEY(1993) Carver coarse sand
EOLOGIC MAP(1986): Harwich outwash plain deposits
+ 3.85 PROPOSED WIGGIN TWO COMPARTMENT 7+
3 a6 42»
H-10 2000 GALLON SEPTIC TANK ---SECOND Exist. Top Found. 24 QUICK4 PLUS STANDARD LP
COMPARTMENT TO BE 500 GALLON MIN.
81 _ Covers o Grade 1,/
WATERPROOF & WATERTIGHT Invert 4,87 sanitary
BENCH MARK --TAG BOLT ON (� ® / Exist. Orangeburg Slope up w/o Dips Invert 6.60 lop units=ss7 „
HYDRANT 1815= 6.46 NAVD88 _ Proposed Filter Cloth 51
ALARM & PUMP NOTES S=1/8"/ft Use 6" Cover �`�-3" Max.
S=5/8"/ft T� T Inspection Port
Proposed Invert 6.77
i' 1. ALARM TO BE WIRED BY ELECTRICIAN ON I 2 Compmt - - - - -�
396 / SEPARATE CIRCUIT FROM PUMP. / I Invert 4.67 2000 Gal. Proposed 0.28
0 3.5 ® '97 2. ELECTRICAL WORK TO BE INSPECTED BY ✓ Proposed Sep ic�mp Tank
I Invert 6.58 4' 6.3'
V WIRING INSPECTOR 108"
5.4
Fill
A/E layer 10yr 5/2
loam sand
B layer 10yr 3/3
sandy loam
1.9
C layer 10yr 4/3
fine sand
observed water_ 115
J4;03 \ �/ 4.3711 3. ALARM � BE ACCESSABLE. 180 0.09 6" Stone Under Proposed use 2.a Design Bottom 9 aw (8/22/21) -3.6
4. PUMP T BE CAPABLE OF PASSING I Proposed01 1 I ry i 1.5 I
1-1/4" 0LIDS AND INSTALLED IN STRICT I I�-- 64 I I i-0 1 0.35' (Sea Level Rise?)
4.72 \\ .4,77 O `lA CONFORf ANC' WITH MANUFACTURER'S I I L5' 0.8 added to get to
4.05 p1 I \ f SPECIFIC TIONS. I Water Table observed 0
�\" 41g q w \\ �' 5. USE LIBERTY LE41A 4x10 HP PUMP, OR 5' 15'--j ` High Tide &Full Moon"
y��j9 Op 9L \\ O EQUIVALENT. I <• Observed Water=1.15 (7/3/2002)
19 S ,flp.\ FQN 79 \\ MOVE WATER ;:, *See plane for 21 & 31 Pawnee Rd.
. .4. \ - ��' DESIGN. DATA
w
LEACH AREA
\4. 0 BEDROOMS: 3
LU 5,39 \\ G BDRM BDRM ' USE. 24 QUICK4 PLUS STANDARD LPE (3.3" INVERT)
4 ,3 sag \ N' F GARBAGE GRINDER: No
•�4.2 H �'p�va GOFF LSM REQUIRED CAPACITY: 330 GPD ' CHAMBERS INA 32 X 8.5 X 8 DEEP BED, WITHOUT
E.
DEN GAR PROPOSED SEPTIC TANK/PUMP: 2000 GAL.
BDRM BA Hs KIT LAUND EFFECTIVE LEACH AREA: 454 SF PROPOSED 2' REMOVAL
i
�' 8762 •:�' •'.. / / ,_ ;
2,5 DEEP IMPERVIOUS' or of Thrust g, �� S28 \\ CAPACITY UNIT: 4.73 SF CF X 4-18:92 SF DO 2 REMOVAL ALL AROUND AND UNDER REMOVAL DOWN
BARRIER --100 L.F. OF Block ' :.'"' SF- \\ TIE IN WASHING MACHINE TO SEPTIC TANK 24 UNITS X 18.92 SF/UNIT-454 SF 42" t TO FINE SAND(C LAYER).
G \N NOT
PLAN DESIGN CAPACITY. 454 SF X ;74 GPD/SF 336 GPD ( )
40 MIL POLYETHYLENE ss
OR EQUAL --TOP 7 71 x.03 0 PLOT TO SCALE SEPTIC/PUMP CHAMBER STORAGE CAPACITY: 333 GAL. k.
BARRIER=7.0 \S�\ \\ DOSES PER DAY: 3.9 2.5' DEEP IMPERVIOUS BARRIER
> .63 VA
C Jv 492\\ PROVIDE IMPERVIOUS BARRIER, AS SHOWN, ALL AROUND
:::;::- ,-', LOT 108 �v�v 2' REMOVAL.
:::;...60 97 ?.°'� 70�x 00 11 1000±S.I \\ MAyi Ml1M_ AEASIBLE EA TO(PROPERNCENABPR(�V OLS REQUESTED:
PROVIDED . �
s 86 9 LE ( )
MOVE GAS f o: 4s9 \\ / 310 CMR 15.2 1 (1)
\S( '1 4.76 03 \\ 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1 (4 PROVIDED). ✓
6 3
F. r% tip .S , 0 .3,21\\ 310 CMR 15.2 2.
4. VARY COVER o AREA IS PROVIDED. 310 CMR 15.248. MONITORING WELL MONITORING WELL
\N13.'o o. D 4.90 4'78 \\ 3. NO RESERVE AVER SEPTIC TANK BY 3". 310 CMR 15.228(1), (AT Ha z) (AT HB z)
.�'' TDP EXIST. CORNER �p0', 70 Q 5. VARY 3- OF REMOVAL. 310 CMR 15.255(5), READINGS AT APPROX. 3 HR. INTERVALS READINGS CLOSER AT PEAK
\\
CONIC. WALL=7.12 100, d x 3sa \\\ 6. VARY LEACHING TO DRAIN PIPE BY 46' 54' PROVIDED). FUEL MOON
(NOT BRICK) ( ) SATURDAY SATURDAY
\\\ LOCAL REG. ( ) 8/20/21 High Pt. -1.17 1 8/21/21 I .8/22/21 High Pt.=2.26
4.64 FRIpAY - SUNDAY Observed HGW
N `F \\ / 7' 3 0 CMRACHIN15.211(1) O FOUNDATION BY 6.5 13.5' PROVIDED . 23 6�21�2AM 2.3 PM AM Use 2,3 for design
/ PM
N /F T. 0, Y. \\ 1 I I 1 1 I I
GODIN o 3.36 5� z.o -� 1-+-f-+ I }I-1-I-�;-I- 1-f-1 z.oF--II--1---1--1
P 86 BENCH MARK --TOP, BACK & 1.7 4 6 8 is 12 z I I 1.7 1 I
I 1
5.13 y CENTER OF SEPTIC TANK -4.56 4 6 10 12 2
\ High Tide Oda Hyannisport High Tide ® Hyannisport
>4" (NSP Low Tide t� Hyannisport =11.16 pm (4.5) Low Tide ®Hyahnisport =12:12 am (4.4)
3.81 2.80 M ECCTION SCHEDULE =4:20 pm (0.2) =5:22 am (0.1)
ALL R.J. CADILLAC TO INSPECT
DIAGONAL 46'- 5 1/4' SYSTEM PRIOR TO BACKFILL. i
5
Perasit valid for REPAIR OF SEPTIC SYSTEM L_ 3v,UV aL7
fieri ONLY, due to State and Local septic variaatees.
90 Board of Health review and approval is required liar ���". 5 2021
of S\ as future additions/renovations/ahentiaas to L
sewage facilities and/or structaresldwelliag. HEALTH DEPT
No°Fi i 6� 18'-3 3J4' Yarmouth Health Department
LEGEND �' �� o�� THIS LAN IS A VALID COPY ONLY IF IT BEARS AYPRwED SITE PLAN
G �'
TH 1 TEST HOLE LOCATION, NUMBER 11e� ��� � i' 9 3 8. AN 0 IGINAL RED STAMP AND SIGNATURE. F®(�
-W- WATER LINE MARKINGS 7>-9 ��4� (�%�\�`^� �.� rf+ Dntr �� THOMAS
u /� /� A %� ( !"} '�/ I Q
--PW- PROPOSED WATER SERVICE CO 11 I O I V I A S F. I W I A S O N I U I\.
-- Nage
oPROPOSED GAS SERVICE / F Zr oFMAss9Oti a��`ZN�Ar9cy
ASRLINEDMARKINGS WIRES (IF SHOWN] 10'-5 1/4" �P�a �0� RONALD GNB ��° RONALD o � GSL TI LOT 108, 27 PAWNEE ROAD, WEST YARMOUTH, MA
x 6.6 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ��pP `�' CADILLAC N CADILLAC N OCT 25 2021 JULY 29, 2004 SCALE. 1"=20'
EXISTING CONTOUR #1060 #35779 e
( S SN
-g- PROPOSED CONTOUR �� e� saF o o HEALTH DEPT.
G/STER EP
BASE COURSE sANITARNtN ( ^oSUR*11
pUTILITY POLE (IF SHOWN) WALL FOOTPRINT *WALL DIMENSIONS SHOWN ARE PER MANUFACTURERS l�
® EXISTING DRAINAGE CATCH BASIN SPEC'S FOR AN 11 BLOCK X-5 BLOCK WALL, BUT THEY RONALD J. CADILLAC, PLS, RS
x FENCE (IF SHOWN, NOT ALL SHOWN) SCALE: 1"=20' ADMIT EACH PRECAST PLANTS BLOCKS MAY VARY AND PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
SPACES BETWEEN BLOCK MAY ADD UP,
REV. 10/25/2021--1500/500 TANK, T; ELECTRICAL PERMIT P.O. Boni 258
REV. 10/12/2021 -REDDI -ROCK WALL, LEACHING, PUMP CHAMBER
REV. 07/20%20125 --VARIAN ESTER CONNECT WASHING MACHINE HEAL WEST YARMOUTH, 02673 PAGE 1
REV, 07/07/2015 --VARIANCES, FLOOR PLAN �fH AGENT APPROVAL DATE BY R.J. CADILLAC (508) 775-977 00
REV. 05/04/2015--PERC-RITE DRIP DISPERSAL WITH BLOCK WALL & ELEVATIONS NAVD88
i
�H
JOB NO. Y15-03
NOTES
ALWAYS
DIG SAFE PRIOR TO CONSTRUCTION . UTILITY LOCATIONS SHOWN INCOMPLETE.
! Maroney3.dwg
2000 GAL H-10 SEPTIC TANK
8c CHAMBER
FB 29/64,82 SB8/57
RTE 28
i`
PROPOSED TOP WALL=7.5
WALL SECTION A -A
ALL AROUND
WEIGHT OF EMPTY TANK AND 6
OF COVER
1.
LOCUS IS A.M. 24, PARCEL 88,
NOT TO
SCALE: 1"=2'
TANK= TON PER WIGGIN
( )
2.
ELEVATIONS SHOWN ARE NAVD88 BIASED UPON RM'S+ 21 & 24 CONVERTED BY VERTCOM.
�°' SCALE
9.42
Secure
Covers to Grade
+BASED UPON THE LOCATION OF THESE RM'S FOUND ON 5/31/95 --BOTH HAVE MOVED SINCE.
6 COVER=.5 X' 6.67 X 12.5 X
0.055 TON/CU. FT.
3,
LOCUS IS MOSTLY IN FLOOD ZONE AE (EL 12) ON FIRM PANEL 0588J DATED JULY 16, 2014.
p
7.0 MIN,
TOP BARRIER
6 COVER -2.29., TON
EFFLUENT FILTER
4.
ALL PIPES TO BE 4' SCH 40, AND ;PITCHED AT 1/4 PER FOOT, (UNLESS NOTED)
e, a
w
m 5"
TOTAL= 9.42 TON + 2.29 TON
= 11.71TON
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
//o P
c>
M
USE REDI-ROCK BLOCKS
+
m
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
Quick Disconnect /
6.
COMPONENTS TO BE AASHTO UNLESS NOTED.
q4 o�
w
(WIGGINS PRECAST)
cn
o
(2.3 - 0.09) X 6.67 X 12.5 X
0.0312 TON;/CU. FT. 6�csver
Union
7.
1-10;
INLET TEE TO PROJECT DOWN 3 , CUTLET TEE DOWN 14".
N
PER MANUFACTURER SET EACH BLOCK BACK
WEIGHT WATER= 5.75 TON
-
8.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
�p
z
1 5/6" TOWARDS RETAINED SOIL
`"
m
HEAVIER
TANK AND 6 COVER ARE HEA E
BY 5.9 TON.
Check Valve
COVERS: BUILD UP COVERS TO GRADE -1 ON TANK, 1 ON HYDRAULIC UNIT.
USE 18" x 46 1/8" x 28" BLOCKS
WITH HALF BLOCKS TO STAGGER JOINTS
n
„
9.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
z
e, ,N % 2 Supply Line
10.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
LOCATION MAP
J
cn
BOTTOM
WALL=3.0
' pr
'� 3/8" WEEP HOLE
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
� & TOP
OF BASE
AlR
11.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
„
LEVEL
���
500 CAL. COMPARTMENT
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
f r t t
2.92 Seam ON
-1.42
12.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE 1N
TEST HOLE 1
���
OFF
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
WALL BASE f
'r
-- BOTTOM GRAVEL/CRUSHED STONE=2.2
20" 16" 12"
13.
ALL CONSTRUCTION TO MEET TITLE S AND LOCAL REGULATIONS.
DEPTH Inches ELEV.feet
USE iO GRAVEL OR CRUSHED STONE 31 1/4 OR BOTTOM CONCRETE=2.5 0
COMPACTED IN 5" LIFTS LIBERTY LE 41A 4/10 HP PUMP EST HOLE DATE: July 3, 2002
OR 6" THICK UNREINFORCED, CONCRETEOR EQUAL
6" PERFORMED BY: Ron Cadillac, Soil Evaluator 25"
PROPOSED COVER OVER LEACHING
6" SAND + 4" LOAM
ITNESSED BY: Amy Von Hone, RS, OHO
PERC RATE: <2'-00"/inch (C layer) 33„
�OIL SURVEY(1993) Carver coarse sand
EOLOGIC MAP(1986): Harwich outwash plain deposits
+ 3.85 PROPOSED WIGGIN TWO COMPARTMENT 7+
3 a6 42»
H-10 2000 GALLON SEPTIC TANK ---SECOND Exist. Top Found. 24 QUICK4 PLUS STANDARD LP
COMPARTMENT TO BE 500 GALLON MIN.
81 _ Covers o Grade 1,/
WATERPROOF & WATERTIGHT Invert 4,87 sanitary
BENCH MARK --TAG BOLT ON (� ® / Exist. Orangeburg Slope up w/o Dips Invert 6.60 lop units=ss7 „
HYDRANT 1815= 6.46 NAVD88 _ Proposed Filter Cloth 51
ALARM & PUMP NOTES S=1/8"/ft Use 6" Cover �`�-3" Max.
S=5/8"/ft T� T Inspection Port
Proposed Invert 6.77
i' 1. ALARM TO BE WIRED BY ELECTRICIAN ON I 2 Compmt - - - - -�
396 / SEPARATE CIRCUIT FROM PUMP. / I Invert 4.67 2000 Gal. Proposed 0.28
0 3.5 ® '97 2. ELECTRICAL WORK TO BE INSPECTED BY ✓ Proposed Sep ic�mp Tank
I Invert 6.58 4' 6.3'
V WIRING INSPECTOR 108"
5.4
Fill
A/E layer 10yr 5/2
loam sand
B layer 10yr 3/3
sandy loam
1.9
C layer 10yr 4/3
fine sand
observed water_ 115
J4;03 \ �/ 4.3711 3. ALARM � BE ACCESSABLE. 180 0.09 6" Stone Under Proposed use 2.a Design Bottom 9 aw (8/22/21) -3.6
4. PUMP T BE CAPABLE OF PASSING I Proposed01 1 I ry i 1.5 I
1-1/4" 0LIDS AND INSTALLED IN STRICT I I�-- 64 I I i-0 1 0.35' (Sea Level Rise?)
4.72 \\ .4,77 O `lA CONFORf ANC' WITH MANUFACTURER'S I I L5' 0.8 added to get to
4.05 p1 I \ f SPECIFIC TIONS. I Water Table observed 0
�\" 41g q w \\ �' 5. USE LIBERTY LE41A 4x10 HP PUMP, OR 5' 15'--j ` High Tide &Full Moon"
y��j9 Op 9L \\ O EQUIVALENT. I <• Observed Water=1.15 (7/3/2002)
19 S ,flp.\ FQN 79 \\ MOVE WATER ;:, *See plane for 21 & 31 Pawnee Rd.
. .4. \ - ��' DESIGN. DATA
w
LEACH AREA
\4. 0 BEDROOMS: 3
LU 5,39 \\ G BDRM BDRM ' USE. 24 QUICK4 PLUS STANDARD LPE (3.3" INVERT)
4 ,3 sag \ N' F GARBAGE GRINDER: No
•�4.2 H �'p�va GOFF LSM REQUIRED CAPACITY: 330 GPD ' CHAMBERS INA 32 X 8.5 X 8 DEEP BED, WITHOUT
E.
DEN GAR PROPOSED SEPTIC TANK/PUMP: 2000 GAL.
BDRM BA Hs KIT LAUND EFFECTIVE LEACH AREA: 454 SF PROPOSED 2' REMOVAL
i
�' 8762 •:�' •'.. / / ,_ ;
2,5 DEEP IMPERVIOUS' or of Thrust g, �� S28 \\ CAPACITY UNIT: 4.73 SF CF X 4-18:92 SF DO 2 REMOVAL ALL AROUND AND UNDER REMOVAL DOWN
BARRIER --100 L.F. OF Block ' :.'"' SF- \\ TIE IN WASHING MACHINE TO SEPTIC TANK 24 UNITS X 18.92 SF/UNIT-454 SF 42" t TO FINE SAND(C LAYER).
G \N NOT
PLAN DESIGN CAPACITY. 454 SF X ;74 GPD/SF 336 GPD ( )
40 MIL POLYETHYLENE ss
OR EQUAL --TOP 7 71 x.03 0 PLOT TO SCALE SEPTIC/PUMP CHAMBER STORAGE CAPACITY: 333 GAL. k.
BARRIER=7.0 \S�\ \\ DOSES PER DAY: 3.9 2.5' DEEP IMPERVIOUS BARRIER
> .63 VA
C Jv 492\\ PROVIDE IMPERVIOUS BARRIER, AS SHOWN, ALL AROUND
:::;::- ,-', LOT 108 �v�v 2' REMOVAL.
:::;...60 97 ?.°'� 70�x 00 11 1000±S.I \\ MAyi Ml1M_ AEASIBLE EA TO(PROPERNCENABPR(�V OLS REQUESTED:
PROVIDED . �
s 86 9 LE ( )
MOVE GAS f o: 4s9 \\ / 310 CMR 15.2 1 (1)
\S( '1 4.76 03 \\ 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1 (4 PROVIDED). ✓
6 3
F. r% tip .S , 0 .3,21\\ 310 CMR 15.2 2.
4. VARY COVER o AREA IS PROVIDED. 310 CMR 15.248. MONITORING WELL MONITORING WELL
\N13.'o o. D 4.90 4'78 \\ 3. NO RESERVE AVER SEPTIC TANK BY 3". 310 CMR 15.228(1), (AT Ha z) (AT HB z)
.�'' TDP EXIST. CORNER �p0', 70 Q 5. VARY 3- OF REMOVAL. 310 CMR 15.255(5), READINGS AT APPROX. 3 HR. INTERVALS READINGS CLOSER AT PEAK
\\
CONIC. WALL=7.12 100, d x 3sa \\\ 6. VARY LEACHING TO DRAIN PIPE BY 46' 54' PROVIDED). FUEL MOON
(NOT BRICK) ( ) SATURDAY SATURDAY
\\\ LOCAL REG. ( ) 8/20/21 High Pt. -1.17 1 8/21/21 I .8/22/21 High Pt.=2.26
4.64 FRIpAY - SUNDAY Observed HGW
N `F \\ / 7' 3 0 CMRACHIN15.211(1) O FOUNDATION BY 6.5 13.5' PROVIDED . 23 6�21�2AM 2.3 PM AM Use 2,3 for design
/ PM
N /F T. 0, Y. \\ 1 I I 1 1 I I
GODIN o 3.36 5� z.o -� 1-+-f-+ I }I-1-I-�;-I- 1-f-1 z.oF--II--1---1--1
P 86 BENCH MARK --TOP, BACK & 1.7 4 6 8 is 12 z I I 1.7 1 I
I 1
5.13 y CENTER OF SEPTIC TANK -4.56 4 6 10 12 2
\ High Tide Oda Hyannisport High Tide ® Hyannisport
>4" (NSP Low Tide t� Hyannisport =11.16 pm (4.5) Low Tide ®Hyahnisport =12:12 am (4.4)
3.81 2.80 M ECCTION SCHEDULE =4:20 pm (0.2) =5:22 am (0.1)
ALL R.J. CADILLAC TO INSPECT
DIAGONAL 46'- 5 1/4' SYSTEM PRIOR TO BACKFILL. i
5
Perasit valid for REPAIR OF SEPTIC SYSTEM L_ 3v,UV aL7
fieri ONLY, due to State and Local septic variaatees.
90 Board of Health review and approval is required liar ���". 5 2021
of S\ as future additions/renovations/ahentiaas to L
sewage facilities and/or structaresldwelliag. HEALTH DEPT
No°Fi i 6� 18'-3 3J4' Yarmouth Health Department
LEGEND �' �� o�� THIS LAN IS A VALID COPY ONLY IF IT BEARS AYPRwED SITE PLAN
G �'
TH 1 TEST HOLE LOCATION, NUMBER 11e� ��� � i' 9 3 8. AN 0 IGINAL RED STAMP AND SIGNATURE. F®(�
-W- WATER LINE MARKINGS 7>-9 ��4� (�%�\�`^� �.� rf+ Dntr �� THOMAS
u /� /� A %� ( !"} '�/ I Q
--PW- PROPOSED WATER SERVICE CO 11 I O I V I A S F. I W I A S O N I U I\.
-- Nage
oPROPOSED GAS SERVICE / F Zr oFMAss9Oti a��`ZN�Ar9cy
ASRLINEDMARKINGS WIRES (IF SHOWN] 10'-5 1/4" �P�a �0� RONALD GNB ��° RONALD o � GSL TI LOT 108, 27 PAWNEE ROAD, WEST YARMOUTH, MA
x 6.6 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ��pP `�' CADILLAC N CADILLAC N OCT 25 2021 JULY 29, 2004 SCALE. 1"=20'
EXISTING CONTOUR #1060 #35779 e
( S SN
-g- PROPOSED CONTOUR �� e� saF o o HEALTH DEPT.
G/STER EP
BASE COURSE sANITARNtN ( ^oSUR*11
pUTILITY POLE (IF SHOWN) WALL FOOTPRINT *WALL DIMENSIONS SHOWN ARE PER MANUFACTURERS l�
® EXISTING DRAINAGE CATCH BASIN SPEC'S FOR AN 11 BLOCK X-5 BLOCK WALL, BUT THEY RONALD J. CADILLAC, PLS, RS
x FENCE (IF SHOWN, NOT ALL SHOWN) SCALE: 1"=20' ADMIT EACH PRECAST PLANTS BLOCKS MAY VARY AND PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
SPACES BETWEEN BLOCK MAY ADD UP,
REV. 10/25/2021--1500/500 TANK, T; ELECTRICAL PERMIT P.O. Boni 258
REV. 10/12/2021 -REDDI -ROCK WALL, LEACHING, PUMP CHAMBER
REV. 07/20%20125 --VARIAN ESTER CONNECT WASHING MACHINE HEAL WEST YARMOUTH, 02673 PAGE 1
REV, 07/07/2015 --VARIANCES, FLOOR PLAN �fH AGENT APPROVAL DATE BY R.J. CADILLAC (508) 775-977 00
REV. 05/04/2015--PERC-RITE DRIP DISPERSAL WITH BLOCK WALL & ELEVATIONS NAVD88
i