HomeMy WebLinkAboutApp# 51170
FRONT ELEVATION
I
13KM CHIMNEY
FRIEZE, PENTIL
ON THE FRONT
OWY) & BED
MOULDING
t X 5 CORNER
(30AKD5 M.)
AN 5/K # 1 A
MODIFIED
*99 DEC —9 Ali : 36 �En
pFPRd *h��.,�Eao
ICIWN C L E h K 'ASC'i r
REAR ELEVATION
5/� 7
Lot 26, Stratford Lane, YFT
5cale: 1/4"=l 1-0° REEF REALTY LTD Drawn
Date: 5/4/99 George Ruooas
ELEVATION VIEWS Al OF 5
FLAN 5/R # 1 A
Ell MODIFIED
'99 DEC —9 Ale ;36,y�4
V6 v4Q�aNEDSL�
1C'WN (YE K•K kSl'r r'
c DKICK CHIMNEY
12" 12°
7
7„ �
® ® „
\1X6RAKE W/1X2
MOLLD. APPLIED WHITE CEDAR SHINGLE5
9 5" TO THE WEATHER
WHITE CEDAR 1 X 5 CORNER
SHINGLE5 130ARD5 (T11'.)
WHITE CEDAR SHINGLE5
0 5" TO THE WEATHER
® I —P
G a DKICK STEP
AS PER 5PEC5.
aoLi
0000
tTbNG VJALLS
oaoo
oa
RIGHT ELEVATION
LEFT ELEVATION
Lot 26, Stratford Lane, YPT
Scale: 1/4"=V-011 REEF REALTY LTD. Drawn �
Date: 5/4/99 George Ru55a5
ELEVATIONS & 5ECTION A2 OF 5
LOCATION MAP
LOT 26
19,891 ± S.F.
(0.46 ± AC.)
ASSESSORS MAP. 143
PARCEL: 46
CURRENT ZONING: R-40 (1968 SUBDIVISION)
BUILDING SETBACKS:
F: 30' S: 6' R: 20'
FLOOD ZONE: C
N
i
i
I
TH-1
25.0
ELEV
2
r
150
32
30 1
T EST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: KELDA WELCH
DATE: 9-28-99
PERCOLATION RATE: < 2 MIN/IN
/m
26D
ELEV
Ir
O/A HORIZON
EL,
0/A HORIZON
9"
f YR 4 SAND
43
16"
B HORIZON
24•,
LOAMY SAND
96"
7.SY 6/8
22a
48'
Of HORIZON
22a
FINE
48"
75Y 6581JD
21L
C2 HORIZON
201
SILT LOAM
60'
2.5Y 614
20.1
96"
C3 HORIZON
18t
SAND
13,6
72"
2SY 7U 8
19A
156"
C4 HORIZON
13L
78'
SILT LOAM
18.6
82"
C5 HORIZON
12.6
96"
MEDIUM SAND
17.0
C6 HORIZON
120"
SILT LOAM
15X
C7 HORIZON
168'
MEDIUM SAND
11A
r
150
32
30 1
T EST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: KELDA WELCH
DATE: 9-28-99
PERCOLATION RATE: < 2 MIN/IN
/m
26D
ELEV
Ir
FILL
EL,
0/A HORIZON
6"
Lol VfY SAND
21
16"
fOYR 4/6
24•,
B HORIZON
48"
LOAMY SAND
18.
48'
7.5Y 6/8
22a
C1 HORIZO
66"
SANDY LOAM
16.
25Y fi 2
201
C2 HORIZON
90"
MEDIUM SAND WITH
14
96"
BANDS OF SILT LOA
18t
C3 HORIZON
13,6
96"
SANDY LOAM -
14.
156"
SAND MIX
13L
C4 HORIZON
82"
COARSE SAND
12.6
TH-3
r< t t VARA" uw CO"',+
NOTES:. er.H�u
1. VERTICAL DATUM. ASSUMED FROM QUADIX
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT .,S PTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH 11iiJitt(Fi�1QASl'r
LOADING SPECIFICATIONS.
5. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
22A 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
v 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
o STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
5 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
5 10. CROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
o f1. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
12. ALL UNSUITABLE SOIL (SILT LOAM, APPROX. 13' DEEP) WITHIN 5 OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
A CLEAN MEDIUM SAND. DESIGN ENGINEER TO INSPECT AND CERTIFY SOIL
CONDITIONS AND REMOVAL.
28. ` ` ` \ IRES A VARIANCE FROM THE TOWN OF
WELL- SDW USCS 252 ZONE:, JJUSTMENT. 25 13. THIS SITE DESIGN YARMOUTH HEALTH REGULATION # 3.7, (FOUNATION ELEVATIONIS LESS
` THAN 2' ABOVE HIGH POINT IN ROAD).
24, , , , 134 SEPTIC SYSTEM SECTION
22, �'.. �� �. +1
I
DRAINAGE EASEMENT . + 36 FLOW ESTIMATE:
20_,520 1 241 �� 1 i 1 4 BEDROOMS AT 110 GAL/DAY/BEDROOM = 440 GAL/DAY
38 SEPTIC TANK:
zo IS _ \ ` 442 GAL/DAY x 2 DAYS = 880 GAL DECK
RES. >i ` 1 ` ` ` �� USE _ 1500 GALLON SEPTIC TANK
r ` 20 i �6 1 1 ` ` �� �` ` LEACHING AREA: 26' PROPOSED
USE 3 PRECAST 500 GALLON CHAMBERS (8.5' x 4.8' x 2' DEEP) DWELLING
I B
,� r rr 9E�� �d i ; ' r �r rr WITH 4' OF STONE ALL AROUND. (33.5'x 12.8' x 2' DEEP) 34•
1 . ,
SIDE AREA• (46.3') 2 x 2 = 185 SF (.74) = 137 GAL/DAY PROPOSED DMELLING
BOTTOM AREA. 33.5' x 12.8' = 429 SF (74) = 317 GAL/DAY
1`p�E51� r � ' + �` rr ' � �of CAPACITY =454 GAL/DAY
9 SEPTIC SYSTEM SECTION
2 PEASTONE
v R i 8
COVERS WITHIN 12" OF
3 , ' ' ' ` TY FINISHED GRADE
zo-' S ,.
2s.o 314--f 1/2"
4 L A� OF FINISHED GRONE COVER ADE WASHED STONE
TOP OF FOUNDATION
22' / i ,r \O ' ,' ' S6 1T7 77
z ELEV.= 24.2
24- i ' 1 i 24.25
26- ' ' ' so ELEV. 23.86
28' rr 24.5 1500 GAL
ID -BOX ,21.4
ELEV. ELEV' 23.4 E -> Ems+ ELEV.
/ SEPTIC TANK 24.03" OF ELEV ¢ 4'
BENCHMARK AT 25.0 (6" OF STONE UNDER OR ELEV. STONE �- 33.5'CONCRETE -� 5
ELEVATION - 35.6 ELEV. MECHANICALLY COMPACTED) UNDER) USE 3 PRECAST 500 GALLON CHAMBERS (8.5 x 4.8' x Z DEEP)
TEE SIZES: GAS BAFFLE WITH 4' OF STONE ALL AROUND. (33,5'x 12H x 2' DEEP)
INLET. 6" UP, 13" DOWN AT OUTLET TEE
OUTLET: 6" UP, 14" DOWN ADJUSTED GROUND WATER ELEVATION = 16.4 w �M
KEY:
EXISTING CONTOUR: - -
PROPOSED CONTOUR: " --
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE: 4
UTILITY POLE: -0-
FENCE LINE: - -
HYDRANT: -6
RETAINING WALL:
TREE:
DM # 99_123
DM
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET PA. BOX 463
/PEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
APPROVED BY:
�,1
SITE AND SEWAGE PLAN
DATE:
_- ., , LOCATION.•
�.rt,Or W, 20 STRATFORD LANE
b+++N�:
z
aaa�sT, �� , �` YARMOUTHPORT, MA
�x
�0� PREPARED FOR:
°eesor�
a4, REEF REALTY
THOMAS McLELLAN, P.E. 11 JOHN Z. DEMAREST JR., P.L.S.
SCALE. I"= 31Y DATE: 11/19/99
REFERENCE: PLAN BOOK 220 PACE 121
O/A HORIZON
EL,
AND
6"
IOYR 416
21
B HORIZON
LOAMY SAND
48"
7.6Y 518
18.
C1 HORIZON
FINE SANDY LOAM
66"
2.5Y 614
16.
C2 HORIZON
SAND
90"
25Y 7 4
14
C3 HORIZON
SANDY LOAM
96"
25Y 6/3
14.
C4 HORIZON
FINE SAND
26Y 7/1
10
'44"
v 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
o STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
5 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
5 10. CROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
o f1. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
12. ALL UNSUITABLE SOIL (SILT LOAM, APPROX. 13' DEEP) WITHIN 5 OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
A CLEAN MEDIUM SAND. DESIGN ENGINEER TO INSPECT AND CERTIFY SOIL
CONDITIONS AND REMOVAL.
28. ` ` ` \ IRES A VARIANCE FROM THE TOWN OF
WELL- SDW USCS 252 ZONE:, JJUSTMENT. 25 13. THIS SITE DESIGN YARMOUTH HEALTH REGULATION # 3.7, (FOUNATION ELEVATIONIS LESS
` THAN 2' ABOVE HIGH POINT IN ROAD).
24, , , , 134 SEPTIC SYSTEM SECTION
22, �'.. �� �. +1
I
DRAINAGE EASEMENT . + 36 FLOW ESTIMATE:
20_,520 1 241 �� 1 i 1 4 BEDROOMS AT 110 GAL/DAY/BEDROOM = 440 GAL/DAY
38 SEPTIC TANK:
zo IS _ \ ` 442 GAL/DAY x 2 DAYS = 880 GAL DECK
RES. >i ` 1 ` ` ` �� USE _ 1500 GALLON SEPTIC TANK
r ` 20 i �6 1 1 ` ` �� �` ` LEACHING AREA: 26' PROPOSED
USE 3 PRECAST 500 GALLON CHAMBERS (8.5' x 4.8' x 2' DEEP) DWELLING
I B
,� r rr 9E�� �d i ; ' r �r rr WITH 4' OF STONE ALL AROUND. (33.5'x 12.8' x 2' DEEP) 34•
1 . ,
SIDE AREA• (46.3') 2 x 2 = 185 SF (.74) = 137 GAL/DAY PROPOSED DMELLING
BOTTOM AREA. 33.5' x 12.8' = 429 SF (74) = 317 GAL/DAY
1`p�E51� r � ' + �` rr ' � �of CAPACITY =454 GAL/DAY
9 SEPTIC SYSTEM SECTION
2 PEASTONE
v R i 8
COVERS WITHIN 12" OF
3 , ' ' ' ` TY FINISHED GRADE
zo-' S ,.
2s.o 314--f 1/2"
4 L A� OF FINISHED GRONE COVER ADE WASHED STONE
TOP OF FOUNDATION
22' / i ,r \O ' ,' ' S6 1T7 77
z ELEV.= 24.2
24- i ' 1 i 24.25
26- ' ' ' so ELEV. 23.86
28' rr 24.5 1500 GAL
ID -BOX ,21.4
ELEV. ELEV' 23.4 E -> Ems+ ELEV.
/ SEPTIC TANK 24.03" OF ELEV ¢ 4'
BENCHMARK AT 25.0 (6" OF STONE UNDER OR ELEV. STONE �- 33.5'CONCRETE -� 5
ELEVATION - 35.6 ELEV. MECHANICALLY COMPACTED) UNDER) USE 3 PRECAST 500 GALLON CHAMBERS (8.5 x 4.8' x Z DEEP)
TEE SIZES: GAS BAFFLE WITH 4' OF STONE ALL AROUND. (33,5'x 12H x 2' DEEP)
INLET. 6" UP, 13" DOWN AT OUTLET TEE
OUTLET: 6" UP, 14" DOWN ADJUSTED GROUND WATER ELEVATION = 16.4 w �M
KEY:
EXISTING CONTOUR: - -
PROPOSED CONTOUR: " --
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE: 4
UTILITY POLE: -0-
FENCE LINE: - -
HYDRANT: -6
RETAINING WALL:
TREE:
DM # 99_123
DM
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET PA. BOX 463
/PEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
APPROVED BY:
�,1
SITE AND SEWAGE PLAN
DATE:
_- ., , LOCATION.•
�.rt,Or W, 20 STRATFORD LANE
b+++N�:
z
aaa�sT, �� , �` YARMOUTHPORT, MA
�x
�0� PREPARED FOR:
°eesor�
a4, REEF REALTY
THOMAS McLELLAN, P.E. 11 JOHN Z. DEMAREST JR., P.L.S.
SCALE. I"= 31Y DATE: 11/19/99
REFERENCE: PLAN BOOK 220 PACE 121