HomeMy WebLinkAboutEngineered Plans - 2014BED BA TH KIT BREEZE/
ROOM PORCH
GAR.
BED BED LIV
ROOM ROOM ROOM
FLOOR PLAN
GENERAL
NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5.
REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5.
11, 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
14. ALL PIPE TO BE 4" SCH 40 ® 1 /8"/FT (UNLESS SPEC. OTHERWISE)
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
SOUTH YARMOUTH 0
7;
LOCUS: 2
9 CAPTAIN CROCKER RD.
co
7-
Z
A� GPp1 NOES Rp.
LOCUS MAP
LOCUS INFORMATION
TITLE REF: BK 9591 PG 120
PARCEL ID: MAP 078 PAR. 309
PROPERTY IS WITHIN A ZONE II
FLOOD ZONE: "C"
COMMUNITY PANEL: 250015-0004—C DATED:06/17/86
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
9 CAPTAIN CROCKER RD,
SOUTH YARMOUTH, MA
PREPARED FOR
GERALD SPITZ
MAY 21, 2014
'D R N�M.IN
EER..
No. 1140
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
SHEET 1 OF 2 J##1628
LEGEND
PROPOSED CONTOUR
®
PROPOSED SPOT GRADE
-- gg --
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W—
EXISTING WATER SERVICE
!�
TEST PIT
GENERAL
NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5.
REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5.
11, 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
14. ALL PIPE TO BE 4" SCH 40 ® 1 /8"/FT (UNLESS SPEC. OTHERWISE)
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
SOUTH YARMOUTH 0
7;
LOCUS: 2
9 CAPTAIN CROCKER RD.
co
7-
Z
A� GPp1 NOES Rp.
LOCUS MAP
LOCUS INFORMATION
TITLE REF: BK 9591 PG 120
PARCEL ID: MAP 078 PAR. 309
PROPERTY IS WITHIN A ZONE II
FLOOD ZONE: "C"
COMMUNITY PANEL: 250015-0004—C DATED:06/17/86
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
9 CAPTAIN CROCKER RD,
SOUTH YARMOUTH, MA
PREPARED FOR
GERALD SPITZ
MAY 21, 2014
'D R N�M.IN
EER..
No. 1140
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
SHEET 1 OF 2 J##1628
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:34.35
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK
PROPOSED D -BOX PROPOSED S.A.S.
T.O.F. EL.=40.0 INSTALL RISERS & COVERS OVER INLET &
INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER
�F M9S
OUTLET AND SET TO 6" OF FINISH GRADE
SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G.
" F.G. EL=38.5± F.G. EL.=38.4±
F.G. EL: 37.5± F.G. EL: 37.35(MAX.)
DARREN M.
7325
3ZP>79W0WW
-MEYER-
No. 1140
9" MIN COVER/
36" MAX COVER L = 12'
® S=1%
L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.)
q'FGISTE���
(MIN. EL. = 36.80 � S=1% (MIN.)
® S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC
4"SCH40 PVC
Sq,yITAR��'�
10"I
14"
6" 3.8" TO
INV.= 35.75 4E" LIQUID INV.=35.50
INVERT
LEVEL
GAS BAFFLE 1
PROPOSED INV.=34.50 4 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0'/ROW
D -BOX
INV. =34.7
INV.= 34.0 SOIL ABSORPTION SYSTEM (PROFILE)
PROPOSED 1.500 GALLON SEPTIC TANK
,!' j//j _f
60s'
RESTORE VEGETATIVE COVER
EXISTING SEWER OUTLET
BACKFILL WITH CLEAN PERC SAND
INV.=37.33
TO TOP OF CHAMBERS
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
BREAKOUT=TOP ELEV.=34.35
34"
PIPE INVERTS PRIOR TO CONSTRUCTION=
INV. ELEV 34.0
2) TANK AND D -BOX SHALL BE SET LEVEL AND
BOTTOM ELEV.= 33.68 EXISTING SUITABLE
TRUE TO GRADE ON A MECHANICALLY COMPACTED
MATERIAL
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN2.83'
5' MIN. ABOVE BOTTOM OF
310 CMR 15.221(2)
T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32
3) INSTALL INLET & OUTLET TEES W /
(5.06' PROVIDED USE 4 ROWS OF 5 ARC 36LP
PROFILE
GAS BAFFLE AS REQUIRED
ADJ. GROUNDWATER EL.=28.62 -_ (3.8" INVERT) UNITS -NO STONE
60 " ---1
SEPTIC SYSTEM
PROFILE
TYPICAL SECTION
i
N.T.S.
N.T.S.
SECTION } END CAP
DESIGN CRITERIA
SOIL LOG
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
DATE: MAY 15, 2014
SOIL TEXTURAL CLASS: CLASS I
SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614
UNIElevTS
DESIGN PERCOLATION RATE: <2 MIN/IN
WITNESS: PHIL RENAUD, YARMOUTH HEALTH
ARC36 LP (3.8" INVERT)
DAILY FLOW: 330 G.P.D.
TP -1 Depth
377.1.1 0 A 0"
DESIGN FLOW: 330 G.P.D.
LOAMY SAND
36.18 1OYR 3/2 11"
MODEL ARC 36LP
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
B LOAMY SAND
LENGTH 60"
PROPOSED SEPTIC TANK: 330 d x 200% = 660 d USE NEW
9p 9p (
1,50OG TANK )
34.02 10YR 5/8 37"
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
60" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
LEACHING AREA REQUIRED: (330) = 445.94 S.F.SIDE
C
EFFECTIVE LENGTH
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
WALL HEIGHT 3.8"
•74
OVERALL HEIGHT 8"
DISTRIBUTION BOX: (5 OUTLETS (MINIMUM))
MEDIUM SAND
OVERALL WIDTH 34"
2.5Y 7/3
PRIMARY S.A.S.
USE 4 ROWS OF 5 - ARC36LP LOW PROFILE (3.8" INVERT)
PER(,O 32.52
-75
PERC6RATE <2 MIN/IN. ("Cl"1 HORIZON)
CAPACITY
UNITS WITH NO STONE
PROPOSED SEPTIC SYSTEM/SITE PLAN
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
FOR TESTHOLE #1:
GROUNDWATER OERVED AT 127" EL 26.52
BS
9 CAPTAIN CROCKER ROAD, S0. YARMOUTH, MA
CHAMBER UNITS 20 UNITS 5.00 LF 4.73 SF LF = 473 SF
( ) x x SF/LF
WELL: MIW-29 ZONE: B
Prepared for: Spitz
LEVEL: 7,8 ADJUSTMENT: 2.1 ft.
TOTAL AREA = 473 SF
"ADJUSTED GROUNDWATER ELEVATION 28.62•`
Design and Site Plan by:
SCALE
DRAWN
DESIGN FLOW PROVIDED: 0.74GPD/SF(473SF) = 347.8 GPD > 330 GPD req'd
MEYER&SONS, INC.
NTS
D.M.M.
t}, ��� j ,
C
• I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
PO BOX 961
DATE:
CHECKED
SHEET NO.
to conduct soil evaluations and that the above analysis has been performed by me consistent with the
EAST SANDWICH, MA 02537
requirements of 310 CMR 15,017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999.
508-362-2922
05/21/14
D.M.M.
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