Decision 4241 - Site PlanMAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 6' (4' MIN. PROVIDED).
VARY LEACHING TO DWELLING BY 6'-2"(13'-10" PROVIDED).
VARY TANKS TO LOT LINE BY UP TO 4' (6' MIN. PROVIDED).
VARY TANK TO DWELLING BY 4' (6' PROVIDED).
310 CMR 15.211 (1).
2. NO RESERVE AREAS ARE PROVIDED. 310 CMR 15.248.
3. VARY LEACHING TO WETLAND BY UP TO 30' (70' MIN. PROVIDED).
LOCAL REG.
4. VARY 5' REMOVAL BY UP TO 3.5' WHERE NEEDED, AS SHOWN.
310CMR 15.255 (5)
5. REDUCE COVER OVER SEPTIC TANKS BY 3" (6" PROVIDED).
310CMR 15.228 (1) /7
NOTE: UNDERGROUND ELECTRIC LINES SERVE /
LOCUS AND HOUSE NO. 21. MARK BOTH SERVICES
PRIOR TO CONSTRUCTION, AS REROUTING OF /71
SERVICE MAY BE NEEDED. /
DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN. NOTES JOB NO. Y08-14 NOT TO ego
Morrison5.dwg SCALE k4t,
LOT COVERAGE 1 • LOCUS IS A.M. 16, PARCEL 37. 07
0 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD. �°
J 3. LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992. 1<
1ST FLOOR (EXISTING FOOTPRINT)- 1565±S.F. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED)
< 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. D
2ND FOOR (DECKS)= 80±S.F. 6. COMPONENTS TO BE AASH TO H-10, UNLESS NOTED. a m
= 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
6,03 PROPOSED TOTAL AREA= 1645±S. F. n. 8, IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 'Po, 0-
%
% COVERAGE=1645/6620=24.85% I a1D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
= 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
w COVERS: BUILD UP COVERS --2 ON D-BOXS, 1 ON EACH LEACH AREA. \ �'' C L Bay
N F z 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
/ 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP
- _.67E- yy0yO ROBBINS-MARA 12 FANOVERDIGISCALLED FORBELOW,FILLMAA
CONTACT
ABARD OF HTRCITERIAL FOR 5' AROUND AND UNDER LEACHING
G IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
0. 1709 -��sF 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1
�'- LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
REMOVE OR CRUSH 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
EXISTING TANK fr. 6.98 _ 7.61 DEPTH (inches) ELEV.(feet) NGVC
OF / REMOVE 5 FLOWDIFFUSORS
AND CLOGGED STONE
FOC'/ REPLACE WITH CLEAN
�,20 \VE
SAND
P/N/F
I.
ROBBINS-MARA
EDGE PROPO
V
�'^ r .
SCALED FL000 ZG"IF y2/(FL
FLOOD ZONE V15 (E 3)
SYSTEM B 0
v N
BENCH MARK --TOP N.W. CORN. TEST HOLE DATE: August 20, 2003 23"
99CONCRETE BOUND=7.02 NGVD29
PERFORMED BY: Ron Cadillac, Soil Evaluator
(20• OFF END FENCE -Dowty s•) WITNESSED BY: Lynn McCartin, RS 27"
\ PERC RATE: <2'-00"/inch (C layer)
:.....- 0' A SYSTEM A --UNIT 25 SOIL SURVEY(1993): Carver coarse sand 37"
8 g!� :;_;__,°, \ GEOLOGIC MAP(1986): Harwich outwash plain deposits
Exist. Slob=7.4 12.0 Min. 2 CULTEC C-4 UNITS
\ p Prop. Tap Block 23.5' X 12' X 3" DEEP SAND BED
.\ Prop. Top crawl=7.4 Invert 7.65
(See Detail)
Fill Exist. Crawl to EI. 7.4 Invert 8.15 Use Gas Baffle
_CONIC. BOUND Proposed Proposed Invert 7.40 Use 10" Min. Cover
i \ i.FND. & HELD REPLUMB H-10 Proposed Over Leaching
�.5� 8.55 min.
S=1/8 -/ft 7.71® Filter 71"
A , �.:..�I / S=1/""/ft
8" ft Cloth
x o}..g TTa 76. Proposed / / --
�l' F/ '1i O' 5.29 Invert 7.90 1500 Gal. S=1/8"/ft
r.\ y/' 7 H"�� Oy x Septic Tank ,.
wq� 3' DEEP IMPERNOUS Proposed _ _ _ _
BARRIER** 98 L.F. OF , 3' 108"
TFC 1 40 MIL POLYETHYLENE Bottom 3.3
"o, / y541 (MILLER BREAKOUT**) I Proposed
TOP BARRIER=TOP I Invert 7.57 Invert 7.25
J
va ,42 \ UN!T=7.71,GRADE 6" Stone or compact Proposed Proposed
1i v
7.32 ABOVE BARRIER=8-4 MIN. I � I I NI
�\ ,�. ** BARRIER IS STIFF �2(- I [-- 5
6
} s v & OBTAINABLE FROM I
el MILLER ENVIRONMENTAL m
°�_
508-697-3710. DESIGN DATA
p.6,620tS 7. a F
BEDROOMS: 2
9. _ V \oma \ GARBAGE GRINDER: No
g, FS REQUIRED CAPACITY: 220 GPD
=�.18r0 SEPTIC TANK: 1500 GAL.
a y J BOTTOM LEACHING AREA: 282 SF
4' DEEP IMPERVIOUS
BARRIER** 90 L.F. OF
40 MIL POLYETHYLENE
(MILLER BREAKOUT**) g 5
TOP BARRIER=TOP
4 SYSTEM A
UNIT=7.71,GRADE ✓ l ,� i S -
ABOVE BARRIER=8.4 MIN.
** BARRIER IS STIFF
& OBTAINABLE FROM PROPOSED /
MILLER ENVIRONMENTAL FENCE e,g9
508-697-3710.
CONC. BOUND A\v\ DOUBLE SLEEVE NEW
FND. & HELD SEWER & WATER WITHIN
10 FEET OF EACH OTHER.
LEGEND
<'} T I TEST HOLE LOCATION, NUMBER
-W- WATER LINE LOCATION FROM ASBUILT
7.3 EXIST. & PROP. ELEV. ('X' MARKS POINT)
L- EXISTING CONTOUR
-$�- PROP. CONTOUR (S' CONTOUR NOT SHOWN ON PROP. WALL)
�J UTILITY POLE (IF SHOWN)
-----G------ GAS MARKINGS (NOT ALL SHOWN)
FENCE IF SHOWN NOT ALL SHOWN)
PROPOSED 8' CONTOUR
FOLLOWS FACE WALL
(NOT SHOWN)
INSPECTION SCHEDULE BOTH SYSTEMS
1. HAVE R.J. CADILLAC STAKE
WALL LOCATION.
2. CALL R.J. CADILLAC TO INSPECT
REMOVAL PRIOR TO PLACING STONE.
3. CALL R.J. CADILLAC FOR FINAL
INSPECTION.
<<,.T TREE (IF SHOWN, NOT ALL SHOWN)
REV. 2/24/09 --REVISE TOP FOUNDATION, SEPTIC, LANDSCAPE WALLS, MONITOR WELL, BENCHMARKS.
REV. 9/02/08 --PROPOSED FOOTPRINT, LOT COVERAGE, OFFSETS & DRIVEWAY DIMENSIONS
REV. 7/15/08 --PROPOSED FOOTPRINT, LOT COVERAGE & OFFSETS
REV. 6/18/08--2 SEPTIC SYSTEMS & NEW OWNER
REV. 5/30/08 --BUOYANCY CALC'S, TANKS, INSPECTION SCHEDULE
REV. 5/29/08--C-4 UNITS
REV. 5/23/08 --PRESBY SYSTEM
[(23.5' X 12')]
SIDE LEACHING AREA: 17.75 SF
[2(23.5 + 12) x 0.25]
DESIGN CAPACITY: 221.8 GPD
DOUBLE SLEEVE WITHIN 10' OF [(282 SF + 17.75 sf) X .74 GPD/SF]
WATER SERVICE
BENCH MARK --TOP MAG. NAIL
SET IN PAVEMENT=5.27 NGVD29
(26.0' OFF JOG CORNER HOUSE ON RANGE DNF)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
7.0
I 5' level Bottom
C-4 Units
EI. 2.0
06,+ 1.96=High Monitoring Well
T reading 2/09/09 (Full Moon)
TH1--Observed Wcter=l.4
Fill
A layer 10yr 373
sandy loam
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
loamy sand
observed water
LEACH AREA
USE 2 C-4 UNITS WITH 4' OF STONE ON SIDES AND
3'-9" ON ENDS FOR A 23.5' X 12' X 3" DEEP LEACH
AREA, AS SHOWN. RUN PERFORATED PIPE DOWN CENTER
OF C-4 UNITS BETWEEN HUMPS. CAPE PIPE ENDS.
BRING STONE TO TOP OF C-4 UNITS & BETWEEN HUMPS
& COVER WITH FILTER CLOTH.
VARIABLE REMOVAL WITH BARRIER
DO ALL AROUND AND UNDER REMOVAL DOWN 37"±
TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2.
7.3
4.2
1.4
-1.7
SITE PLAN
FOR
JAMES G. MORRISON
LOT 1069 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA
NOVEMBER 28, 2003 SCALE: 1"=20'RECEIVED
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE (508) 775-9700
nC 2008 BY R.J. CADILLAC i
A Z41- 20oi i 4
FEB 2 4 2009
OF
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