App# 5241FRONT ELEVATION i x 4 " CASING
SCALE: 1/4" = 1'-0"
(TYP. ASPHALT ROOFR SHINGLES) FS 808
REAR ELEVATION
SCALE: 1/4" = 1'-0"
EXTERIOR
SHOWER
1 x 8 FACIA BOARD
PAINTED
1 x 8 PINE FRIEZE BOARD
PAINTED
-I x b, PINE CORNER
BOARDS
E CEDAR SHINGLES
® 5" T.W. TYPICAL
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
6 - T (,
LIMA
AR SHINGLES
® 5" T.W.
ORot
R
SCALE: 1/4" = 1'-0"
12,51 x 28' � PSP CAPW1 FU�L C�LLAF,
260 LIVING AP\�A 10 x 1917�CK
�Of 37 MlP\ P\OAl2 YAP\MOUTHPOP\f
SCALE: 1 /4" = 1'-0"
DATE: 5/11/00
FMOR F�FVA110N5
RPPRD�ED ��
YARMfl�iN LOl"'+k��
P
Fes,....-.�.-
' L13Awi1:1'
BENCHMARK TOP OF
CONCRETE BOUND
ELF'✓= 20.3'
20
L
19.6
20.
21.
ly�E l
fE 1
4
20.5 1
00
00' �
1 2z
s
YgL SID jt4 %6.. x 1
\ 1IN �p0 00
g
�\\
0. 9
KEY:
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR: - -
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE:
UTILITY POLE: -0-
FENCE LINE: - - - -
HYDRANT: -6-
RETAINING FALL: �
TREE:
1J�>�
DEMAREST-MCLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
DM #
PROPOSED LINER
(SEE DETAIL)
ELEV. OF FINISHED PROPOSED GRADE = 242
GRADE OVER LINER - 23.7
(TOP OF LINER = 232)
22 O zz
EXISTING EXISTING
GRADE GRADE
40 MIL POLY LINER PROPOSED TOP OF PEASTONEING ELEV.= 23
PERMA-GAURD (OR EQUAL)
x) TOP OF LINER ELEV.= 232
SEPTIC SYSTEM LINER AND FILL DETAIL
USCS GROUND PATER ADJUSTMENT:
WELL: A1W-247, ZONE: B, ADJUSTMENT: 4.7'
(OBSERVED GROUND WATER ON ABUTTING LOT AT ELEV.= 12.0)
SEPTIC SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NCVD +/-)
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
LOADING SPECIFICATIONS.
5. PIPE PITCH = 118" & 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
S. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. GROUND COVER. OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
11. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
12. ALL UNSUITABLE SOIL (A & B HORIZO, APPROX. 24" DEEP) WITHIN SOF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL/DAY/BEDROOA! =MD GAL/DAY
SEPTIC TANK:
x,a GAL/DAY x 2 DAYS = 660 CAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 FLOWDIFFUSORS WITH 4' OF STONE ALL AROUND
(32' x 12' x 11" DEEP)
SIDE AREA: (32 + 12)2 x 11/f2 = 8,' (.74) = Co CAL/DAY
BOTTOM AREA: 32' x 12' = 384 SF (74) = 284 GAL/DAY
CAPACITY = 344 GAL/DAY
SEPTIC SYSTEM SECTION
26.0
TOP OF FOUNDATION
1/4- �
23.3 1500 CAL
ELEV. SEPTIC TANK
23.56 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APPROVED BY:
THOMAS Mc
COVERS WITHIN 12" OF
FINISHED GRADE
ONE INSPECTION COVER
0 BE WITHIN 6" OF GRADE)
PER
23.05 �
ELEV.
D -BOX 22.77
22.94 (6" OF ELEV.
ELEV. STONE
UNDER)
OAS BAFFLE
AT OUTLET TEE
DATE:
71�F-
�DJR 9
P.E. 11 JOHN Z. DEMAREST JR., P.L.S
22.62
ELEV.
DECK
28' PROPOSED FUTURE
RAGE
3 BEDROOM
DWELLING
28'
PROPOSED DWELLING
2" PEASTONE
3/4" - 1 1/2"
WASHED STONE
ELEV: 23.2
21.7
4 4 > ELEV.
E 32'
3 FLOWDIFFUSORS WITH 4' OF
5'
STONE ALL AROUND
(32' x 12' x 11" DEEP)
ADJUSTED GROUND WATER ELEV.= 16.7
SITE AND SEWAGE PLA Is
0
0
LOCATION.• co zi
42 WEIR ROAD "' z
YARMOUTHPORT, MA o a
PREPARED FOR:
REEF REALTY
SCALE: I" = 20' DATE: 5-18-00
REFERENCE: PLAN BOOK 129, PAGE 147
REVISED: 6-27-00
ASSESSORS MAP: 124
TEST HOLE LOGS
6A LOCUS
PARCEL: 102
''�
CURRENT ZONING: R-40 (1956 SUBDIVISION) �
ENGINEER: THOMAS McLELLAN, P.E.
po
BUILDING SETBACKS:
WITNESS: AMY VON HONE, R.S.
F: 30' S: 6' R. 20'
DATE: 4-13-00
d.
PERCOLATION RATE: < 2 MIN/IN
''oma
FLOOD ZONE: C
TH-1 T H-2
z1.o
zo.5
N
0/A HORIZON ELEV. 0/A HORIZON
---
ELEV.
4
LOAMY SAND LOAMY SAND
fOYR 2/2 20.5 6" JOYR 2/2
20.0
B HORIZON B HORIZON
LOCATION MAP
i
LOAMY SAND LOAMY SAND
LOT 37 (9,566 SF)
14"
fOYR 5/8 19.8 24" JOYR 5/8
18.5
C HORIZON C HORIZON
FINE SAND FINE SAND
2.5Y 7/4 25Y 7/4
114"
115 108"
1f5
OBSERVED OBSERVED
132"
GP.OUND PATER 10.0 132" CP.OUND WATER
Q q
BENCHMARK TOP OF
CONCRETE BOUND
ELF'✓= 20.3'
20
L
19.6
20.
21.
ly�E l
fE 1
4
20.5 1
00
00' �
1 2z
s
YgL SID jt4 %6.. x 1
\ 1IN �p0 00
g
�\\
0. 9
KEY:
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR: - -
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE:
UTILITY POLE: -0-
FENCE LINE: - - - -
HYDRANT: -6-
RETAINING FALL: �
TREE:
1J�>�
DEMAREST-MCLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
DM #
PROPOSED LINER
(SEE DETAIL)
ELEV. OF FINISHED PROPOSED GRADE = 242
GRADE OVER LINER - 23.7
(TOP OF LINER = 232)
22 O zz
EXISTING EXISTING
GRADE GRADE
40 MIL POLY LINER PROPOSED TOP OF PEASTONEING ELEV.= 23
PERMA-GAURD (OR EQUAL)
x) TOP OF LINER ELEV.= 232
SEPTIC SYSTEM LINER AND FILL DETAIL
USCS GROUND PATER ADJUSTMENT:
WELL: A1W-247, ZONE: B, ADJUSTMENT: 4.7'
(OBSERVED GROUND WATER ON ABUTTING LOT AT ELEV.= 12.0)
SEPTIC SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NCVD +/-)
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
LOADING SPECIFICATIONS.
5. PIPE PITCH = 118" & 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
S. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. GROUND COVER. OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
11. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
12. ALL UNSUITABLE SOIL (A & B HORIZO, APPROX. 24" DEEP) WITHIN SOF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL/DAY/BEDROOA! =MD GAL/DAY
SEPTIC TANK:
x,a GAL/DAY x 2 DAYS = 660 CAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 FLOWDIFFUSORS WITH 4' OF STONE ALL AROUND
(32' x 12' x 11" DEEP)
SIDE AREA: (32 + 12)2 x 11/f2 = 8,' (.74) = Co CAL/DAY
BOTTOM AREA: 32' x 12' = 384 SF (74) = 284 GAL/DAY
CAPACITY = 344 GAL/DAY
SEPTIC SYSTEM SECTION
26.0
TOP OF FOUNDATION
1/4- �
23.3 1500 CAL
ELEV. SEPTIC TANK
23.56 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APPROVED BY:
THOMAS Mc
COVERS WITHIN 12" OF
FINISHED GRADE
ONE INSPECTION COVER
0 BE WITHIN 6" OF GRADE)
PER
23.05 �
ELEV.
D -BOX 22.77
22.94 (6" OF ELEV.
ELEV. STONE
UNDER)
OAS BAFFLE
AT OUTLET TEE
DATE:
71�F-
�DJR 9
P.E. 11 JOHN Z. DEMAREST JR., P.L.S
22.62
ELEV.
DECK
28' PROPOSED FUTURE
RAGE
3 BEDROOM
DWELLING
28'
PROPOSED DWELLING
2" PEASTONE
3/4" - 1 1/2"
WASHED STONE
ELEV: 23.2
21.7
4 4 > ELEV.
E 32'
3 FLOWDIFFUSORS WITH 4' OF
5'
STONE ALL AROUND
(32' x 12' x 11" DEEP)
ADJUSTED GROUND WATER ELEV.= 16.7
SITE AND SEWAGE PLA Is
0
0
LOCATION.• co zi
42 WEIR ROAD "' z
YARMOUTHPORT, MA o a
PREPARED FOR:
REEF REALTY
SCALE: I" = 20' DATE: 5-18-00
REFERENCE: PLAN BOOK 129, PAGE 147
REVISED: 6-27-00