HomeMy WebLinkAbout100 Pine Street Title 5 Upgrade Site Plan71.4* V.I.F.
CRAWLSPA¢E' 70.60
IN ADDITION (AREA
-i-}=AS�T7-k7,'fr
4OSCH 0 PVC
REMOVE OLD TANK
COMPACT FILL IN 6" LIFTS
MINIMUM .75' OF COVER OVER PRECAST
10" 14"
TEE 1500 GAL H-10 TEE
CFPTK` T
4' LIQ. LEVEL GAS Bi
ACME OR EQUAL
6" GRAVEL & MECH.
2
WITHIN 6" FINISHED GRADE
PIPE
FINISHED
GROUND VARIES 72.5 MAX
2% SLOPE REQUIRED OVER SYSTEM
tTAR ALL
, TOP OF CONCRETE- EL. 69.50
70`3500
o=gm oe
0
H -1D D -BOX ON 6"a COMPACTED GR
El°O
ACME D85 H-10 OR EQUAL
-
EL. 66.67
18' AT 1%
-- -tfi-500-GAL-LEACHING-
CHAMBER --BY-AEME-'REC-A9T�--
4 OSCH40 PVC
PIPES LEVEL IST 2'
OR SHEA CONC.
PRODUCTS DRY WELL 500
GAL H-10
-n
(4) UNITS REQUIRED
_ 27' AT 5% 3/4 -1-1/2 DOUBLE. WASHED STONE 3 MIN. r-�
—�'mSCF7d0-PVC
SEPTIC PROFILE
N.T.S.
J
BENCHMARK /
CONCRETE BOUNDS
/AT
ELEV = 77.73' - O
ASSUMED FROM QUAD 1, 0
UTILITY
POLE
L
N / GUY WIRES
77
rEXIST. DRIVEWAY
LEACHING DIMENSIONS ///` �` w` `
SCALE: 1" = 20' v/
POST LIGHT73
j
Q /. zw
72
1 LOT 24 /
i 1 15,668 SO.
SEPTIC DESIGN: NOT A PROPOSEp PICKET FENL�E�
(GARBAGE DISPOSER Is LLOWED _. /
DESIGN FLOW: _4_ BEDROOMS (110 GPD) 440 GPD /
USE A 44_0 GPD DESIGN FLOW i N
SEPTIC TANK: 440 GPD (_2 _) = 88Q GALLONS /
USE A 1500_ GALLON SEPTIC TANK f
LEACHING:
SIDES: �96_0'�Z___(_.74) = 142_0 GPD {� EXSTING CATCH BASIN
BOTTOM:__407 SF(_.74) = 301.2 GPD
TOTAL: 599_ S.F. 443.2 GPD / I
USE (4) 8.5'X4.83'X 2'EFF. DEPTH LEACHING CHAMBERS W/ 3' STONE �
AT SIDES AND STONE AT ENDS AS SHOWN ABOVE.
/ FACE ABUTTING HOUSE
I JOB# 99-353
�11
SITE PLAN
SCALE: i" = 20'
41
_--7
rz00 %
PROP. �
ADD'N
MATCH 1
EXIST. '!i/
'—�.F
L
CRAWL�
0
C
EL. 71.0
TH1 SOIL EVALUATOR: DAN OJALA PLS
BOH: BRUCE MURPHY, RS,CHO
EXCV, STEVE LINTEL( BORTOLOTTI )
DATE: 12-8-99
EL. 68.67
LOT 25
i
TBM:
FLUS
EL. 64.0
STAKE SET
ROUND
LOT/ LINE TO BE STAKED
PR,1OR TO CONSTRUCTIOP
(,WNERS RESPONSIBILIT)
>(ar it i imr EL.
D—BOX H-10
DB -5
-�NOTE:SEVERAL LARGE
IN_SEPTIC ARE!
SOWN FOR Cl,
yy� •
UP�O'POS'EDH54S
/
`O I �� 4 BEDROOM SIZE /
NEW
COMPACT
0
EXISTING SEPPC AREA
(PUMP & FILL WITH (
_ off 508-362-4541
lox 508 362-9680
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yar ouch, ma 02675
tN Of M,� ,'A Of
dor ARNE cysH. OJAIa
No 26348 OJALA � i
99 911" 23 F{ 9 :15
VVN CLL{
h
BOTTOM TH1 (NO GROUNDWATER) ASSESSORS MAP 114 PARCEL 22
ZONING DISTRICT: R-40
0" YARD SETBACKS: VERIFY WITH TOWN OFFICIALS
0/A HORIZON
LOAMY SAND
1 OYR 3/2
B HORIZON
LOAMY SAND
tOYR 5/8
Cl HORIZON
M/C SAND TRACE
tOYR 5/8 SILT
C2 HORIZON
M/C SAND
2.5Y 8/3
I/
138"
NO GROUNDWATER ENCOUNTERED NOTES:
Q 1: VERTICAL DATUM IS NGVD ASSUMED FROM QUAD.
2. MUNICIPAL WATER IS AVAILABLE (EXISTING CONNECTION TO REMAIN)
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11, LEACHPITS TO BE PUMPED AND FILLED WITH CLEAN SAND OR
REMOVED AS NECESSARY.
12. WATER TEST D—BOX FOR LEVEL (TOWN TO WITNESS)
VARIANCES REQUESTED: 310 CMR 15.211 MINIMUM SETBACK DISTANCES:
CELLAR WALL (CRAWL SPACE) TO SAS: 20' TO 15.4' (4.6' REQUESTED)
PROPERTY LINE TO SAS: 10' TO V (5.0' REQUESTED)
TITLE 5 UPGRADE SITE PLAN
OF
# 100 PINE STREET
IN THE TOWN OF:
YARMOUTHPORT MA
PREPARED FOR: ROBERT STUDLEY
20 0 20 40 60 Feet
SCALE: 1 " = 20' DATE: DEC 14 1999
FRONT = 30 (LESSER SETBACKS MAY APPLY)
6" SIDE = 20
UNSUITABLE
MATERIAL: REMOVE REAR = 20
PLAN REF. —PB 209 PG 135 (SIGNED MARCH 7, 1967)
28" APPROVED 2/15/67
I— FLOOD ZONE: Q
LJ B0T7, PERC
EL. 66
24 GAL IN 7:07
84 "
RATE: <2MIN/IN.
ab �?
DATE
FOR CONSTRUCTION
QUOTATION