HomeMy WebLinkAboutEngineered Plan - Rev. 2014ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
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° BENCH MARK --MAG NAIL SET
IN WALK = 20.61 ASSIGNED
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BENCH MARK --TOP MAG NAIL COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING SCALE
IN PAVEMENT= 20.35 ASSIGNED 11 1111
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FIRST FLOOR SECOND FLOOR
OVER GARAGE
JOB NO. Y14-27
EXIST. FLOOR PLAN
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NOTES
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1.
LOCUS IS A.M. 50, PARCEL 152.
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
FB30/32 SB13/54
EXISTING CONTOUR
2.
ELEVATIONS SHOWN ARE ASSIGNED.
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3.
LOCUS IS IN FLOOD ZONE X (B) ON PANEL 587J, JULY 16, 2014.
X -
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4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT_ (UNLESS NOTED)
REV. 9/17/14 --MOVE LEACHING
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN
WATER.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
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7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9
DEPTH OF COMPONENTS NOT TO EXCEED 3' OR VENTING MUST BE
PROVIDED
NOT TO
BENCH MARK --TOP MAG NAIL COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING SCALE
IN PAVEMENT= 20.35 ASSIGNED 11 1111
BDRM
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N /F
GAGNON
ATH) KITCH
LOSET
STUDIO
BATH
ENRTY KITCH.
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FIRST FLOOR SECOND FLOOR
OVER GARAGE
EXIST. FLOOR PLAN
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TEST HOLE LOCATION, NUMBER
_'
WATER LINE MARKINGS
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OVERHEAD ELECTRIC WIRES (IF SHOWN)
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EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�-- `--
EXISTING CONTOUR
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PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
E3
EXISTING DRAINAGE CATCH BASIN
X -
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 9/17/14 --MOVE LEACHING
REV. 9/04/14--1500
GALLON TANK
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2 MIN. 1/8 TO 1/2 PEA STONE ON TOP. LOCATION MAP
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 19 5
TEST HOLE DATE: August 13, 2014 g„
NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO 20"
ARE PROPOSED PERC RATE: <3'-45"/inch (B layer)
SOIL SURVEY(1993): Carver coarse sand
22.57± GEOLOGIC MAP(1986): Harwich outwash plain deposits 40"'
Exist. Top Found. 18.59± 66"
Exist. PVC pipe Provide Screened
Invert 17.75 Vent 2 TRENCHES OF ADS
18.30± Proposed ARC36HC CHAMBERS
Existin Use Gas Baffle Invert 17.13
9 Top Units=17.56
9" min. cover Proposed
S=1/2"/ft±�L_ ---- s= � c7 Filter Cloth
PROVIDE LANDSCPE ---- - - ] Proposed I S=1.8"/ft+ 3" Max.
TIES TO PROTECT i I 1500 Gal. I j,7 - inspection Port 127„
CHAMBERS AND MOVE I Septic Tank -
EDGE OF DRIVE L --------
10 3 4"
Fill
A layer 10yr 4/3
sandy loam
B layer 10yr 5/8
loamy sand
C layer 10yr 6/6
meduim sand
observed water _
17.8
14.0
8.9
---------- I 144 -7
Invert 18.00
Proposed Invert 17.30 Invert 17.13 16.23
6' Stone Or compact Proposed P pro osed 4' Bottom
1I I I 1 I Q' I
�--4-�- 8 i 37' -i i 1-- 11 O, -I Bottom TH1=12.2
3.3' USGS Adjustment
\ Moshpee29--July 2014
m Zone B
DESIGN DATA Observed Water=8.9
BEDROOMS: 4
�, --- --- - --- LEACH_ AREA _
GARBAGE GRINDER: No
v REQUIRED CAPACITY: 440 GPD USE 2 TRENCHES OF ADS ARC36HC CHAMBERS
�3\\ 2p22 EXISTING SEPTIC TANK: 1000 GAL. EACH TRENCH IS 8 UNITS FOR A 40' X 34.5" X 10"
EFFECTIVE TRENCH LEACHING AREA: 623.2 SF DEEP LEACHING TRENCH.
p� jp D \ pp0 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT
\ 2 16 UNITS X 38.95 SF/UNIT=623.2 SF(EFFECTIVE)
iv QQ j DESIGN CAPACITY: 461 GPD
b 41 [(623.2 SF) X .74 GPD/SF]
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J,,' BROWN
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248.
(A RESERVE AREA COULD BE INSTALLED IF WATER SERVICE WERE MOVED.)
2. COVER OVER PROPOSED LEACHING VARIES FROM 2' TO 3.5'.
310 CMR 15.221(7).
3. VARY LEACH AREA TO PROPERTY LINE BY UP TO 4' (6' MIN. PROVIDED).
310 CMR 15.211 (1). (TO SAVE LARGE OAK TREES)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN OR ED TA P D SIGNATURE.
IH OF 41,18s9 ��SN OF Mqs
RONALD yG�m ��°� RONALD yGN�
o JAMES o JAMES
CADILLAC `D } " CADILLAC
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SANITAR�P� �YpSUO."
HEALTH AGENT APPROVAL
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Permit valid for 11EPAI:11 OF SEPTIC SYSTEM
ONLY, due to State and Local septic variances.
Board ofHealth review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structuresfdwelling.
Yarmouth Health Department
�•Sz
ame Date
SITE PLAN
FOR
WILKINS ESTATE
LOT 11 3 CARRIE LANE, S. YARMOUTH, MA
AUGUST 26, 2014 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
Q2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1