HomeMy WebLinkAbout0015 PHILLIPS ROAD - Health ,, 15,PHILLIPS ROAD
Hyannis
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SECTION A -A ALL QUIET PPM FMM tHE
NOTE ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C.
to' min. from _ _ PROFILE VIEW OF ADDITION TO LEACHING SYSTEM �'��AT��Fr. 'r 00N�'E 0°V°t
be
Existing Foundation �hauqe to septk: tank tank covers mart be 6 K of fh" 9 '•_ 3-s•OUTLET `
T.O.F. dev. 100.00 Yk 6 ln. Of A19d grads a 3" of 1/6" -�112" woahed P KNOCKOUTS
a Grade aver D-Bak-9&00 over SAS-90.00 e
Orada own Sepik Tads- 9d00 /4. to 1 1�2 1Ykwfned Cnnhsd W ' 1r NLET
CUTLET` t1�iloa.N, ny Rive III
A\ 4'PVC(CPPm)NS MIM PORT tD BE r B
$. 0.02 3 HOLE 3' " . Tap OF Satan-Ek m-M75 • •-�•WNW . it s+
rf3TALLED AND TO!E Nltl1 OF ORAOE f t! /B�U<W
te' SW-0.01 or graotar (H-10)06T B00( O'EffeoBw apN 15 5' 1.73• M
n NEW 1,500 G o' foot C °
►T1of SEPTIC TANK J0' PLAN SECTION CROSS-SECTION , �.�
r H-10 ..s� in
ts' 0 0.83 10 inches c
� 5 Units @ 625' = 30'
ooHaIET`E ruts 3' �&W
r r o took
,T; 3125' 3 HOLE H-10 DISTRIBUTION BOX \
SYSTEM PROFILE ' o " ' O1 37.25 NOT TO scALN BzaorftolmOBi0 rs B It I ' \`
$ 0 3.5 3,� 3.5 r Effective Length
Not to sc ale
c o 0' o SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES
Effectwo Vh" e
B lo.of 3/4,;-1 1/r S o INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN 1. Contractor is responsible for Digsafe notification. Verification of Utilities
NOTE: ALL COMPONENTS MUST HAVE RISERS TO VATHIN a BELOW GRADE compacted+ataw
Batton, of Test We/ aw-W.Do m (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes.
W
' Groundwater Observed- NONE OBSERVED NOTE: OVERALL HEIGHT OF INFILTRATOR IS 1!1' /EFFECnVE HEIGHT IS tO" 2. The septic level
one distrl union box shall be set
level on 6 of 3/4 -1 1 2 stone.
3. Backfill should be clean sand or gravel with no
stones over 3" in size.
PERCOLATION TEST 4. This system is subject to inspection during installation
by Carmen E. Shay - Environmental Services, Inc.
Date of Percolation Test: JUKE 3. 2006 5. The contractor shall install this system in Once
with Ttle V of the Massachusetts state codede.. the approved plan
Test Performed By. CARMEN E. SHAY, R.S.. C.S.E. and Local Regulations.
Results. Witnessed By: WAIVER .(Per Barnstable B.O.H.) 6. If, during installation the contractor encounters any
EXCAVATOR: Shay Env. Svcs. soil conditions or site conditions that are different
Percolation Rate: Less-Than 2, MPI O 36" from those shown on the soil log or in our design
I installation must haft d: immediate notification be
made to Carmen E. Shay - Environmental Services. Inc.
Test Hole Test Hole 7. No vehicle or heavy machinery shall drive over the
NO. 1 No. 2 DEPTH SOILS ELEV. DEPTH SOILS ELEv: septic system unless noted as H-20 septic components.
0 98A0 0 98.00 8. Install Tuf-rite gas baffles or equals on all outlet tee ends.
Sandy Loam Sandy Loan 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
I 10. AM solid.piping. tees do fittings shall be 4".,diameter
10 TR 3/2 10 VR 3/1
7.50 Schedule 40 NSF PVC pipes with water tight joints.
0"-6 A. 0•-s" 7.5P I
+, � 11. Municipal Water is Connected to ALL OF The Residence and Abutting
SO LOV
Loam Properties Within 150 Feet.
10"1 5/6 10 TR 5/0 PROJECT BENCH MARK I THE PROPERTY LINES ARE APPROXIMATE AND
6"-r 3B"1 B 9&00 r- 3rl Be 9&OD1 TOP OF FOUNDATION COMPILED FROM THE SURVEY PLAN GENERATED BY
Meeurn/coarse Medkxn/Coarse ELEV. = 100.00 (Assumed) do WHITNEY BASSET OF HYANNIS, MA
Sand sane I ENTERED "PLAN OF WESLEY JOHNSON. HYANNIS, MA
23 r-1/4 zs r 7/4 `j DATED OCTOBER, 1962, PLAN BOOK 172 .PAGE 147
I O AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
3B"- 13 r. 36'- t Co112.00 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
THE SEPTIC SYSTEM INSTALLATION.
TEST HOLE 1 + _ O EXISTING CESSPOOLS TO BE PUMPED OUT AND REMOVED
9 ' . 98.00
f D-Box I NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
e`
Failed 110 98 FROM THE EXISTING CESSPOOLS TO BE DISPOSED
Cesspool OF AS PER BOARD OF HEALTH SPECIFICATIONS.
�� ._ .__ .-_-___ __- _.•Mete'tciRefl f_._ __tine __ ---- --0-_ _ _-_ ______... ,�._.._-. - - - --
- O
v THERE ARE NO WETLANDS ARE PRESENT WITHIN 200 OF THE PROP
ERTY
Perk 1 i
Depth TEST
Perc: 36' to 54" TEST HOLE2 ` :,. a agISTING I ASSESSORS MAP 291 PARCEL 005
Perc Rate- 2 MPI ELEV. 98.00 _ . S OM
I
Groundwater Not Observed Failed a HOUSE �' L
No Observed ESHWT Cesspool 7 1S' y -•/N3' i
ADJUSTED H2O Elev. - None
N O I % I DENOTES PROPOSED
l l 104X1
SPOT GRADE
r w3-44'CAM.ACC MA1*Un ���^ l/ 0 ���
,ol •••"�"' •5 -`'- _ x 104.46 DENOTES EXISTING
_s . s �Y• 96--- - ---�'` �' �a''"� SPOT GRADE
NT
AC-4-
r -6kIVEWAY // PL PROPERTY LINE
..,,� 96P- PROPOSED CONTOUR
THE ACCESS COVERS FOR THE SEP71C TANK.DISimmi10N Box AND LEACHING COMPONENT94--- -- / ------9q EXISTING CONTOUR
�7r SHALL BE RNSED TO YYITHIN 6' OF 8,. «.� _"L. g FINISHED GRADE. ss
'STEEL. REINFORCED PRECAST CONCRETE ONAM1UF-ETA GAS ENDS�S OR EQUALS -..-------(-�-
DEEP TEST HOLE &
PLAN VIEW PERCOLATION TEST LOCATION
3-W ISM ABLE oowlts ;� / 6 FOOT STOCKADE FENCE
ail
mM eiaar+oe r nET• / / i
Nub mtr 2'm+ir udat a eraBat p S / �:
OUTLET
=
Ij P LOT P LAN
y �
L*n°d.pti' AP OF PROPOSED SEPTIC SYSTEM UPGRADE
i PREPARED FOR
CROSS SECTION END-SECTION M R. J O S E P H D E L U Z
AT
TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK # 15 P H I LLI PS ROAD
.,.NOT TO SCALE o
HYANNI
E M Bedroom
e Kitchen a
Design Calculations Bedroom �► Bedroom m •,%A OF Mqs c• PREPARED BY:
Number of Bedrooms: 3 Bedroom EXISTING
Leaching Ca
pacity P Y Required: 330 Gal./Day (MIN. PER TITLE v) Dining DEN CA Grinder No ARMM'N E. SHA Y
Septic Tank : - 2 x 330 Gal./Day - 660 USE NEW 1,500 GAL Septic Tank. $ RONMENTAL SERVICES, INC.
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch 0 20 40 50 Storage Store e
Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. = 273.8 gallons 4• o .O. 'BOX'' 627
Sidewoll Area: 0.74 teal./sq. ft. x: 78 sq. ft. - 58 c)dlon* 2nd Floor 1st Floor R� EAST FALMOUTH, MA 02536
k, ., 1 . Pro4ding _ S31.80 gallons SqN TAR\Pa
TEL/FAX 508-539-7966
Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS. HAVING A 0.8S (10 INCHES) EFFECTIVE DEPTH, SCALE: 1"=20' 3 BR HOUSE FLOOR SCHEMATIC SCALE: 1"=20' DRAWN BY- CES DATE: JUNE 5, 2006
TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE (Description Provided By Owner)
ON THE ENDS. NO STONE UNDER. PROJECT#SD931 FILENAME: SD931 PP.DWG SHEET 1 OF 1