HomeMy WebLinkAboutEngineered Plans - 20150.29 ACRES
94 94.1
92
90
88 `
t
92.
\ `t �• EXIST. 1,000G
't SEP. TANK
` t t
•t t
� tt tt \t 94
t •� tt
t
t 15.9
PROP. 5FT.
SOIL REMOVAL _
93.0
95.0
IN
2'S, r,� .
t
t
94
**SITE VISIT RECOMMENDED PRIOR TO PROVIDING A BID ON PROJECT.
SCALE: 1"=20'
Permit valid for REPAIR 01; SF1'1.1C SYS`UFM
ONLY; clue to State Anel local septic variances.
Board: of Health, review anti Approval is required for
any future additions/renncations/altera(ions to
sewage facilities -,and/or structures/dwelling:
Yannotith Health 0cparttnent
APPROV E:I) / b`�
r
BED BED L/V
ROOM ROOM ROOM
GARAGE
BED
ROOM BATH KIT
YARMOUTH
0
a:
0
Y .(�, 6P No RO
= FioJ g QO�F P o�E RO
�o gPRNP
�W
LOWS:
29 OUTWARD REACH
LOCUS MAP
LOCUS INFORMATION
TITLE REF: BK: 26360 PG: 283
PARCEL ID: MAP 125 PAR. 086
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
29 OUTWARD REACH
YARMOUTH, MA
PREPARED FOR
P ALAI M A
OCTOBER 28, 2015
N OF
1
MEYER & SONS INC.
P.O. BOX 981
E. SANDWICH, MA 02537
PH. (508)360-3311
FAX: (774)413-9468
meyerandsonsinc@gmail.com
SHEET 1 OF 2 J#1660
LEGEND
�– PROPOSED CONTOUR
® PROPOSED SPOT GRADE
--98 — — EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
W— EXISTING WATER SERVICE
TEST PIT
94 94.1
92
90
88 `
t
92.
\ `t �• EXIST. 1,000G
't SEP. TANK
` t t
•t t
� tt tt \t 94
t •� tt
t
t 15.9
PROP. 5FT.
SOIL REMOVAL _
93.0
95.0
IN
2'S, r,� .
t
t
94
**SITE VISIT RECOMMENDED PRIOR TO PROVIDING A BID ON PROJECT.
SCALE: 1"=20'
Permit valid for REPAIR 01; SF1'1.1C SYS`UFM
ONLY; clue to State Anel local septic variances.
Board: of Health, review anti Approval is required for
any future additions/renncations/altera(ions to
sewage facilities -,and/or structures/dwelling:
Yannotith Health 0cparttnent
APPROV E:I) / b`�
r
BED BED L/V
ROOM ROOM ROOM
GARAGE
BED
ROOM BATH KIT
YARMOUTH
0
a:
0
Y .(�, 6P No RO
= FioJ g QO�F P o�E RO
�o gPRNP
�W
LOWS:
29 OUTWARD REACH
LOCUS MAP
LOCUS INFORMATION
TITLE REF: BK: 26360 PG: 283
PARCEL ID: MAP 125 PAR. 086
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
29 OUTWARD REACH
YARMOUTH, MA
PREPARED FOR
P ALAI M A
OCTOBER 28, 2015
N OF
1
MEYER & SONS INC.
P.O. BOX 981
E. SANDWICH, MA 02537
PH. (508)360-3311
FAX: (774)413-9468
meyerandsonsinc@gmail.com
SHEET 1 OF 2 J#1660
TOP OF KNEEWALL (IN REAR)
EL: 96.0
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
NOTE: PLACE RISERS OVER ALL COVERS W/IN 6" OF GRADE
.GEL: 94.5 � F.G.EL: 94.20 F.G. EL: 942
NOTE: PLACE RISER OVER LEACHING, COVER W/IN 3" OF GRADE
FINISHED GRADE (94.0)
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
2" OF 3/8" DOUBLE WASHED
STONE OR FILTER FABRIC
4" SCH 40 PVC
3/4" - 1 -1/2 -
DOUBLE WASHED STONE
- - ®®®®. O ®®®®
10 I 6 C� IINV.90.80
1� ( ®®®®®®!8.5'
®®®®
A: TEE'S 14" i MIN. ®®®E3®®®®®®
:4 4'SCH40PVC
INV.91.Q
:: )
2 EFF. DEPTH ®®®®®®®®®®
INV.91.95
4' 2 X 4'
GAS-
EXISTING OUTLET PROPOSED DB 3
BAFFLE (H20) DISTRIBUTION BOX EFFECTIVE LENGTH = 25'
INV. 92.20 .: INV. ELEV.= 87.0
EXIST. 1,000 GALLON SEPTIC TANK OF Mq
GAS BAFFLE TO BE INSTALLED ON ����� ss9� BREAKOUT
OUTLET TEE AS MANUFACTURED BY �� D R N M. yam; ELEV.= 88.0
TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.= 88.0
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 1 N 4� INV. ELEV.= 87.0W5'
05F
M3.
PIPE INVERTS PRIOR TO CONSTRUCTION `2) D -BOX SHALL BE SET LEVEL AND TRUE TO �S-1 GRADE ON A MECHANICALLY COMPACTED SIX S4NIW\BOTTOM EL.= 85.0INCH CRUSHED STONE BASE, AS SPECIFIED IN
= 12.5'
310 CMR 15.221(2) EFFECTIVE WIDTH
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 8.0 FT. L.
WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE
DAMAGED, NOT H2O LOADING, OR UNDERSIZED. - SOIL ABSORPTION SYSTEM (SECTION)
4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 77.0
GAS BAFFLE AS REQUIRED (500 GALLON H-20 LEACH CHAMBER)
GENERAL NOTES: DESIGN CRITERIA
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOG S
BOARD OF HEALTH AND THE DESIGN ENGINEER. I NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE DATE: OCTOBER 8, 2015
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: I DESIGN PERCOLATION RATE: <2 MIN/IN
- 310 CMR 15.406 1 SOIL EVALUATOR: DARREN MEYER, CSE 1614 -
() (B)' WITNESS: AMY � VONHONE, YARMOUTH HEALTH DAILY FLOW: 1 10 G.P.D. X 3 BR DESIGN FLOW: 330 G.P.D.
1) A 3.0 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING GARBAGE GRINDER: NO (not designed for garbage grinder)
TO BE 6.0 Fr (MAX) BELOW GRADE VS REQ'D 3 Fr. (H20/VENT PROVIDED)
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Elev. TP -IL Depth SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXIST. 1,000 GAL. SEPTIC TANK
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. 94.50 FILL 0" (330) = 445.94 S.F.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING LEACHING AREA REQUIRED:
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 90.17 52" .74
ENGINEER BEFORE CONSTRUCTION CONTINUES. ALOAMY SAND
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 89.67 r; 3/1 58„ USE TWO (2) 500 GALLON H-20 PRECAST LEACH CHAMBERS W/ 4,
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF BSTONE ON ENDS & 375' STONE ON SIDES: 25' L x 12.5' W x 2'D
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LOAMY SAND .
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 10YR 5/8 BOTTOM AREA: 25' x 12.5'= 312.50 SF
7. WATER SUPPLY PROVIDED BY TOWN WATER. 88.25 75"
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED C1 SANDLOAM SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 1 OYR� 5/$
TOTAL SQUARE FEET PROVIDED = 462.50 vs. 445.94 REQ'D
9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 81.00
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING C2 MED UM DESIGN FLOW PROVIDED: 0.74(462.50 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
CONSTRUCTION. SIEVE SAMPLE
® EL 79.50 SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
10. EXISTING LEACHPIT TO BE PUMPED, CRUSHED, REMOVED AND FILLED PER TITLE 5. 2.5Y 7/4
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 77.00 210"
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY2 9 OUTWARD REACH , YARMOUTH, M A
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY PERC RATE <2 MIN/IN. ("C2" HORIZON)
13. NO ABUTTING PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. NO GROUNDWATER OBSERVED Prepared for: Palaima
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING.
SCALE DRAWN
System Design and Topography Plan by:
15. ALL PIPING TO BE 4" SCH 40 0 1/8 -/FT (UNLESS SPECIFIED) INC. DMM
• I, Darren M. Meyer, R.S., CSE, hereby certify that 1 am ,currently approved by MADEP pursuant to 310 CMR 15.017 MEYER &SONS, N.T.S.
16. REMOVE ALL UNSUITABLE MATERIAL 5 FT. AROUND LEACHING TO to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX 981 DATE CHECKED SHEET NO.
EL. 81.0 OR TOP OF "C2" LAYER AND REPLACE W/ CLEAN MED. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October. 1999. EASTSANDW/CH, MA 02537
SAND PER TITLE V. i
508-3622922 10/28/15 DMM 2 of 2