HomeMy WebLinkAbout104 Pine Grove Road Site & Sewage PlanFILE COPY
NOTE: TH15 PROPERTY LIES WITHIN A SPECIAL
FLOOD HAZARD AREA (SFHA) PER FEMA
FIRM #250015 0006 D, DATED 07-02-1992
AND DESIGNATED A5 ZONE "A8", BASE
FLOOD EL. 10.0 (NGVD)
TBM = EL. 6.5����
CATCH BASIN GRATE
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SEPTIC SYSTEM PROFILE
LOT 36 -- PLAN BOOK 145 PAGE G7
TOWN OF YARMOUTH
DRAINAGE AREA
STANDING WATER @ EL. 4.2
123.59'
F--- - ----
EX15TING DWELLING I
T.O.F. @ EL. 9.7
FIR5T FLOOR @ EL. 10.7 I 71
z�0
' *8.0 moi\ I Ozz
0 rn 0
63
7.9 O \ A D D q
i 8�
INSTALL 40 MIL POLYVINYL
LINER ^- TOP @ EL. 1 1. 10
BOTTOM @ EL. 7. 10
#4 BAR @
12" O.C.
EACH WAY
�cl*- I v rn O
FOR
104 PINE GROVE RD. (I 8 JOHNIS PATH) SOUTH YARMOUTH, MA
PREPARED FOR
W z
SCALE:
,"EXI5TING 1000 C9
DRAWN BY:
,J GAL. PUMP I
03-31-2010
' CHAMBER
7..77 Q I---------- i
JOB NUMBER: 09-020 .
09- 15-20 I O REVISION:
SHEET NUMBER:
SP- I
I
I G45 FALMOUTH RD., SUITE 4C - P.O. BOX 4 1 7 CENTERVILLE, MA 02632
N i..o I I CONCRETE
® -}- DRIVEWAY I
TELEPHONE * FAX: (505) 775-0735
USE 3000 #
CONCRETE -
RETAINING WALL
DETAIL
TEST HOLE LOG
DATE: 03-04-2010
EXISTING TEST BY: D. MEYER, R5 & C5E
I '
1500 GAL. 8.9+ i' /' WITNESS: A. VON HONE
5EPTIC TANK 8.0 Od PERC RATE: < 2 MINJIN.
� \�9 i
EXISTING 10' x 38' x I' I �1' --Is - +0\' . "ITOWN OF YARMOUTH
8.2 O"
LEACH TRENCH I *lk
AREA
i
CAPACITY = 352.2 GPD i
7. I DRAINAGE EA A =LOAMY SAND
INSTALLED 12-1394 i ® 9 �4' �/' STANDING I OYR3/2
PERMIT #94-476 i 8'7F 8.9+ 7"
8.2 /
� B = LOAMY SAND
cl 7.4
I OYR6/8
8. 17"
7.7
1
I
I
1
I
t
---
WATER @
EL. 4.1
RETAINING WALL 15 SETBACK
\v '� 0.5' FROM PROPERTY LINE
' TOP OF WALL @ EL. I I . I PERC TE5T
JOS
B07TOM Q
38,
1
1
��---------- 4.2
C = MEDIUM SAND
2.5Y7/4
____WATER
FOUND
im
2.2 1 172"
INDEX WELL: MIW-29 (ZONE A)
WELL READING: 7.1 (MARCH 1 , 201 0)
MAXIMUM GROUNDWATER RISE: 0.9'
USE: 0.4' (EL. 4.6)
EL. 1 1. 1
3.1'
EL. 8.0
3'
- EL. 5.0
2"
GENERAL NOTES
I . CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE 6 UNDERGROUND, PRIOR TO
ANY EXCAVATION OR CONSTRUCTION.
2. THI5 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE
OF A GARBAGE DISPOSAL
3. SEPTIC SYSTEM 15 TO BE INSTALLED IN COMPLIANCE
WITH 310 CMR 15.00: TITLE V.
4. THI5 PLAN IS NOT TO BE U5ED FOR PROPERTY LINE
DETERMINATION.
5. ALL DISTURBED AREA5 TO BE LOAMED B SEEDED.
G. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR
ANY REQUIRED INSPECTIONS.
7. DESIGN ENGINEER TO INSPECT E CERTIFY INSTALLATION
OF SEPTIC SYSTEM b RETAINING WALL.
NOTE5:
I . RETAINING WALL TO BE STAKED
OUT BY REGISTERED LAND SURVEYOR.
2. REBAR TO INSPECTED BY DESIGN
ENGINEER PRIOR TO POURING CONCRETE
rOK FOOTINGS a WALL.
3. LOCATION OF FORMS E REBAR TO BE
CONFIRMED BY LAND SURVEYOR PRIOR
TO POURING OF CONCRETE.
4. DESIGN ENGINEER 4 LAND SURVEYOR TO
PREPARE A5-13UILT OF RETAINING WALL
PRIOR TO ISSUANCE OF CERTIFICATE OF
COMPLIANCE.
VARIANCES REQUESTED
31 O CMR 15.21 1: MINIMUM SETBACK DISTANCES:
20' TO CRAWL5PACE WALL; 9' PROVIDED
I O' TO PROPERTY LINE; O PROVIDED
C
SITE --- SEWAGE PLAN
FOR
104 PINE GROVE RD. (I 8 JOHNIS PATH) SOUTH YARMOUTH, MA
PREPARED FOR
EMILIO * MARIA SCIAUDONE
SCALE:
DATE:
DRAWN BY:
I" = 20'
03-31-2010
TMW
JOB NUMBER: 09-020 .
09- 15-20 I O REVISION:
SHEET NUMBER:
SP- I
WELLER ASSOCIATES
I G45 FALMOUTH RD., SUITE 4C - P.O. BOX 4 1 7 CENTERVILLE, MA 02632
2 WINDY WAY, #232 NANTUCKET, MA 02554
TELEPHONE * FAX: (505) 775-0735
EMAIL: trl5Weller@comca5t.net
REGISTERED LAND SURVEYORS t- ENVIROMENTAL CONSULTANTS