HomeMy WebLinkAbout39 Vinebrook Road - Site & Sewage PlanSORS MAP: 54
NIv' Locus ASSESPARCEL.' N-63
�& FLOOD ZONE: C
4� c� �p�
=i 0 4 �08
i �IJY
LOCATION MAP
LOT 63 [`--- --
15,000 t S.F.-{`-
(0.34 t AC.) 92s2 1
- � '
BENCHMARK AT I \ 31
WOOD STAKE \
ELEV.- 30B !
120. 00' \
1 I
J30.4
7 I \
\ I
OA
/ pAVE
/ GASMETER
10
ss // 1
NEW
2+SjjjjG
Roov
! D'� 8 t a' 5.3 1 I
1 p01101 1st J / I
TH-1-41sT1N0 /
1 A , 11 g
10,,NVT;
Q g4 I
1t_t�j EL ---�'"
/ LY /
120-00. ! /
1
31
l
31
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: r�
TREE:
DM 0 97_ 083 (D25F22)
EXISTING 1000 GAL
SEPTIC TANK
5 INFILTR,iTOR; (STANDARD CH.WBZRS)
WITH f OF STOYf AROUND SIDES AND
J IT ENDS (9725' z if z 9' DEEP)
W
T :' 'ST HOLE LOGS
N ENCINE!"R: THOMAS McLELLAN, P.E.
WITNES,'-"
DATE: 7-28-97
PERCGLATION RATE: < 2 MIN/IN
TH--1 TH-2
8.7
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-)
2. MUNICAPAL WATER JS 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 = 114", 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
6..
FILL
USE OF A GARBAGE DISPOSAL.
A/E HOI:I %� v
i
LOAMY SAN.,
1OYR 2/1
30s
i
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
12"
i
_
B HORIZON
i
HEALTH REGULATIONS.
LOAMY
4 S ,)
CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
31
229.59.
TO CONSTRUCTION.
/ pAVE
/ GASMETER
10
ss // 1
NEW
2+SjjjjG
Roov
! D'� 8 t a' 5.3 1 I
1 p01101 1st J / I
TH-1-41sT1N0 /
1 A , 11 g
10,,NVT;
Q g4 I
1t_t�j EL ---�'"
/ LY /
120-00. ! /
1
31
l
31
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: r�
TREE:
DM 0 97_ 083 (D25F22)
EXISTING 1000 GAL
SEPTIC TANK
5 INFILTR,iTOR; (STANDARD CH.WBZRS)
WITH f OF STOYf AROUND SIDES AND
J IT ENDS (9725' z if z 9' DEEP)
W
T :' 'ST HOLE LOGS
N ENCINE!"R: THOMAS McLELLAN, P.E.
WITNES,'-"
DATE: 7-28-97
PERCGLATION RATE: < 2 MIN/IN
TH--1 TH-2
8.7
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-)
2. MUNICAPAL WATER JS 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 = 114", 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
6..
FILL
USE OF A GARBAGE DISPOSAL.
A/E HOI:I %� v
B. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
LOAMY SAN.,
1OYR 2/1
30s
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
12"
_
B HORIZON
HEALTH REGULATIONS.
LOAMY
4 S ,)
CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
24"
229.59.
TO CONSTRUCTION.
Cl HORIZOv
LOAMY SAN:)
PERI
10. GROUND COVER OVER SEPTIC SYSTEM COMPONENTS NOT TO
42"
2AY 5/6
2H.o
EXCEED 3.0.
C2 HORIZON
22,8
11. EXISTING LEACH PIT TO BE PUMPED AND FILLED WITH SAND.
LED -COARSE :,AND
2.5Y 6/6
21.5
12. ALL UNSUITABLE SOIL (TOP & SUBSOIL, APPROX. 24" DEEP) WITHIN 5' OF
120-
LEACH AREA TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
uses GROUNDWATER Ac: usa MENT:
HELL: AIW-230, tON:Y: C, ADJUSTMENT: 2,3
13. THE PROPOSED SEPTIC SYSTEM HAS BEEN DESIGNED TO MAXIMUM
FEASIBLE COMPLIANCE. THE FOLLOWING VARIANCE IS BEING
l
S ['r, �inI C SYSTEM DESIGN
FROM THE STATE ENVIRONMENTAL (TITLE CODE
ON
11..ESEc ABOVGROUNDWATER.
5� 2 (B).• LEACHING AREA TO BE4
FL)W ESTIMATE: (3 BEDROOM DESIGN, MINIMUM)
b DROOMS AT 110 GAL/DAY/BEDROOM = 330
CAL/DAY
:.-PTIC TANK:
I0 k AL/DAY x 2 DAYS = 660 GAL
I $0. = _ -
bUSE 1000 GALLON SEPTIC TANK (EXISTING)
1 LEA;HING AREA:
0
USI[ 5 INFILTRATORS (STANDARD CHAMBERS)
1 II fi4' OF STONE A.'OUND SIDES AND 3' AT ENDS
BENCHMARK AT (37...5'x 11' x 7" DEEP)
I 111 WATER GATE
ELEV.= 3025 ,I )E AREA. 4825)2 x 7/12_= 56 (.74) = 41 GAL/DAY
OM AREA: 37.25 x 11 = 410 SF (74) = 303 GAL/DAY
CAPACITY = 344 GAL/DAY
sF1''"I SYST FM SECTION
1 COVERS WITHIN 12" OF.
FINISHED GRADE 2" PEASTONE
� 314"- 1 1/2"
:FIRST FLOOR WASHED STONE
FCONFIRMED)
ELEV: 301
30., 29.1
2a.eELEV. �> <-� ELEV.
31.11 D-BOX3'-4' 3'-4'L 29.78 �- 3725'
ELEV. ANK 29.95(6OF ELEV.4'31.4 NG) ELEV. STONE X9.7 5 INFILTRATORS (STANDARD CHAMBERS)
ELEV. UNDER) ELEV. WITH 4'OF STONE` AROUND SIDES AND
3' AT ENDS (3725' x 1f x 7" DEEP)
(EXISTING) TEE SIZES: (TO GAS BAFFLE
INLET: 6" UP, 13" DOWN AT OUTLET TEE
OUTLET: 6" UP, 14" DOWN ADJUSTED GROUNDWATER ELEV: 25.1 v�ti v`7
SITE AND SEWAGE PLAN
APPROVED BY: DATE:
LOCATION.'
15 ADAMS ROAD
WEST YARMOUTH MA.
PREPARED FOR-
A & B CANCO f RYBACK
* f : o SCALE: 1"= 20' DATE: 07/31/97
DE SCHOOL STREET
ELLAN E OX 463RIh'G ! i REFERENCE: 'LAND COURT PLAN #25823
24 SCHOOL STREET P.O. BOX 469 i F'
WEST DENNIS, MASSACHUSETTS 0%670 THOMAS McLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S.