HomeMy WebLinkAboutEngineered Plan - 2014ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. JOB NO. Y1_4_-32
NOTES Small.dwg NOT TO
SCALE.
CO Folder Folder o6
' 1. LOCUS IS A.M. 91, PARCEL 213. go
NOTE: THIS IS A SITE PLAN SURVEY NOT A PROPERTY
2. ELEVATIONS SHOWN ARE ASSIGNED.
LINE SURVEY BY THIS OFFICE. 4" TO 6 CONFLICTS WERE 3. LOCUS 1S IN FLOOD ZONE X(OLD C) ON FIRM 591J 07/16/2014.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1 /4" PER FOOT. (UNLESS NOTED)
FOUND BETWEEN NEARBY BOUNDS AND PLAN. ` kp
Y 5_ MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN' 100' ARE ON TOWN WATER. a
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED,
a' 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". c0
z '-` 8. IF TWO OR MORE LINES, WATER TEST D BOX FOR EQUAL FLOW Golf
J 7.60 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. �a
� � � _ � Course
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
BENCH MARK --TOP SPIKE SET 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
DOWN 1"=28.31. ASSIGNED LOCATION MAP
(n -» OFF CENTER MAN HOLE, TT' -TO•• OFF 11, IF UNSUITABLE SOILS, OR SOILS DIFFERINGFROM THE SOIL LOG ARE FOUND,
CENTER CATCH BASIN) CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
COVE12 IF AN OVERDID 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
VIEW DRI VE 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.
r ® 7.52 �� DEPTH (inches) ELEV.(feet)
28.05 _ 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.0 29 6
28.30 2��y -y--
� 29,64
/28.64 29.4 "N 87'43'38" W z 29.1 TEST HOLE DATE: Aug. 27, 2014 14"
4fl 28.31 L „ BENCH MARK -TOP, BACK, CENTER PERFORMED BY: Ron Cadillac, Soil Evaluator
100.00' SEPTIC TANK=27.98 ASSIGNED
i WITNESSED BY: Amy Von Hone, RS, CHO 19"
/29.13, 29,8 i��; (D 912 ` / c 29,9 PERC RATE: <3'-22"/inch (B layer)
/ \-/ %, \ / DRAIN .. 29.1 I SOIL SURVEY(1993): Carver coarse sand a
O 8P5 EASEMENT GEOLOGIC MAP(1986): Harwich outwash plain deposits
28,84 30.1 *_� i 29.5 31.08± Invert 27.89± 36'
fr
/29,8 - - _, Top Foundation Existing
1 - - - 21 ADS ARC36HC CHAMBERS
28.9 �� - -- -- - - _ - - - Invert 26:62
29.5
/ r Uset6 s Baffle Invert 26.00
29.8 / //„ 9.3 9" min. cave Proposed Top Units.=26.4
5 -
� �L---- @Filter Cloth
/ ! S1 1 /8"/ft 3" Max.
1000 Gal. %/��
2 \ ?�6 // Existing
min.
9 = S=1 /8"/ft 1�Pns Inspection Port
! � Z
®� 02 30 2BENCH MARK --TOP SPIKE SET i Septic Tank
a :.... J 29 76 DO "-29 9 SSG ED L ---------- 3
Fill
A/E layer 10yr 4/2
loam sand 28.0
B layer 10yr 5/8
loamy sand
26.6
C layer 2.5y 6/6
med. fine sand
18.4
�f WN 1 - 1 A I N ---------- 10 f4 134 no water
OI Co 29.6 29.8 f (3T-3" OFF HOUSE CORNER Na. 3, 3T OFF
i 30.4 HOUSE CORNER N0. 9) 25.06
0-
SlOb0.4 Invert 26.17 Invert 25.96 6� Bottom
` x 30.5 •,7 6" Stone or compact Proposed Proposed
6.
2 SEINER GROSSES ! i !p ! 4'
::
�Q ; GAS SERVE W ! 44' ! N !-.5� Bottom TH1=18.4
29.05 o M \ 1 N !
x 29,9 ! ! m ! 4'
:. ;; :.
ILLI
:29.5`3,; :. oo DESIGN DATA LEACH AREA
U) z
w
BEDROOMS: 3 USE 21 ADS ARC36HC CHAMBERS IN A
S�'`--:.:. `30 22-11 0� GARBAGE GRINDER: - - - - -- --No _- - -- 35';1flNG-_BY. 8'--7__122 _WIDE BY _10 3f4"
b SUS 0' Z n, .4 REQUIRED CAPACITY: 330 GPD DEEP LEACH AREA, AS SHOWN. USE
.c o ose�en F NO 3 29,8 r 9 '>` 1 n� FILTER CLOTH.
t 29.E EXISTING SEPTIC TANK: 1000 GAL.
x 8
EFFECTIVE TRENCH LEACHING AREA: 504 SF
4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT
::.. r TH 1 rr 21 UNITS X 24 SF/UNIT=504 SF(EFFECTIVE)
=::. i N /F DESIGN CAPACITY: 373 GPD
( 29 29,8 E%1'/s•� :•:-:: �� [(504 SF) X J4 GPD/SF] GAR. FLOOR PLAN
SUN .....-:: 20 0 �,, 1 FITZ-MAUNIE NOT TO SCALE
i 2 ..57 LOT 19 Roo 29,5
x 29.2 fikrst D rr
I 20! 590± S. F.
160 00'
A
S $3 27'15°'
0)/STER CO\/E RD*
8.9
28.7
FXist.:: 28.8
ed.
28.8
x 29,
REDUCE GRADE BY 1" TO 5' OVER LEACH AREA
OR PROVIDE A SCREENED VENT.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINLALL-- D STAMP ADI SIGNATURE.
OF Mgrs ��ZH OF Mgrs
RONALD ,N �° RONALD �N
JAMES 'h o JAMES
CADILLAC " " CADILLAC
# 1060 # 35779
< OA, E S S Vim?
0
S'INITAR\PN
HEALTH AGENT APPROVAL DATE
w;M i.aouth Ifeakth Depart�nnerat
' VE:)
ame Date
BATH
LVRM BDRM
03
KIT DNRM
z
SUN
ROOM
SITE PLAN L
FOR
HOWARD T. 8c LORRAINE SMALL
LOT 199 3 COVE VIEW DRIVE, S. YARMOUTH, MA
SEPTEMBER 23, 2014 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
0201- BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
APPROX. WATER LINES FROM AS -BUILT
WJE
APPROX. UNDERGROUND WIRES
GAS LINE MARKINGS
x 9.5 x29,4
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
6---
EXISTING CONTOUR
8-----
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
EE
EXISTING DRAINAGE CATCH BASIN
-- x ----
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
8.9
28.7
FXist.:: 28.8
ed.
28.8
x 29,
REDUCE GRADE BY 1" TO 5' OVER LEACH AREA
OR PROVIDE A SCREENED VENT.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINLALL-- D STAMP ADI SIGNATURE.
OF Mgrs ��ZH OF Mgrs
RONALD ,N �° RONALD �N
JAMES 'h o JAMES
CADILLAC " " CADILLAC
# 1060 # 35779
< OA, E S S Vim?
0
S'INITAR\PN
HEALTH AGENT APPROVAL DATE
w;M i.aouth Ifeakth Depart�nnerat
' VE:)
ame Date
BATH
LVRM BDRM
03
KIT DNRM
z
SUN
ROOM
SITE PLAN L
FOR
HOWARD T. 8c LORRAINE SMALL
LOT 199 3 COVE VIEW DRIVE, S. YARMOUTH, MA
SEPTEMBER 23, 2014 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
0201- BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1