HomeMy WebLinkAboutEngineered Plans - Rev. 2014TBM = EL. 39.7
BULKHEAD FOUNDATION
SCALE: 1"=20'
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5 FT. STRIPOUT
(see note 17)
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EX15T. LEACHING
(see note 10)
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LEGEND
PROPOSED CONTOUR
F9-8-1 PROPOSED SPOT GRADE
--98 -- EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
1 W— EXISTING WATER SERVICE
TEST PIT
Permit valid for REPAIR OF Sl':P7lC' SVS,I'E.M
ONLY, due to State anal I.Oval septic variances.
Board ofliealth review and appro%al is required for
any future additions/renu� ation,/c{iterations to
sewage facilities. and/or structuresy(I"ellinK.
Yarmouth IMaith M-partment
APPROVED 6
PROP. 1 , 50OG
SEPTIC TANK
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--35
38.5
GENERAL NOTES:
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1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
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BOARD OF HEALTH AND THE DESIGN ENGINEER.
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2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
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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.
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4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
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FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
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5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
!!
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
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THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
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7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
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8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
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TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
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THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
/
CONSTRUCTION.
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10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5.
/
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11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
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12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
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AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
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13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
14. ALL PIPE TO BE 4" SCH 40 0 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
17. REMOVE ALL UNSUITABLE SOILS 5 FT AROUND LEACHING TO
EL. 32.75 OR TOP OF "C" LAYER AND REPLACE WITH CLEAN MED.
SAND PER TITLE 5.
SOUTH YARMOUTH
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RD.
LOCUS MAP
LOCUS INFORMATION
LOCUS:
14 OLD CEDAR LN.
TITLE REF: BK 27147 PG 309
PARCEL ID: MAP 109 PAR. 056
PROPERTY IS WITHIN A ZONE II
FLOOD ZONE: "C"
COMMUNITY PANEL: 250015-0002—D DATED:07/02/92
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
14 OLD CEDAR LANE
SOUTH YARMOUTH, MA
PREPARED FOR
FEDERAL NATIONAL M TG.
ASSOCIATION
APRIL 22, 2014 REV:04/29/14 - 4 BR DESIGN
OF OF
(r!" 0PEN
SN MEYER
o. 1140
��s.�¢ti SAN I TAR�P�
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
SHEET 1 OF 2
628
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:36.25
FOR A DISTANCE OF 15' AROUND THE
SEPTIC TANK PROPOSED -D -60X PROPOSED S.A.S.
PERIMETER OF THE S.A.S.
T.O.F. EL.=40.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER
OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. ���` �F MgSf9�
F.G. EL.=39.0± F.G. EL.=38.4±
F.G. EL: 38.0± F.G. EL: 38.0(MAX.) D d�
I
9" MIN COVER] R
O. 11 0
L = 19'1 36" MAX COVER L = 12' L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.)
0S=1% (MIN.) EL. = 37.60 ®S=1% (MIN.) ® S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC 4"S H40 PVC $jE
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10" SANITARO'
6" 3.8" TO INV. --36.54 48" LIQUID 14 INVERT
tEWl INV.=36.29
PROPOSED
GAS BAFFLE D BOX INV.=36.00 4 ROWS OF 7 UNITS AT 5.0'/UNIT = 35.0'/ROW
M AM INV.=36.17 DB -5 INV.= 35.90 SOIL ABSORPTION SYSTEM (PROFILE
PROPOSED 1.500 GALLON SEPTIC TANK 60"
EXISTING SEWER OUTLET RESTORE VEGETATIVE COVER
INV.=37.33 BACKFILL WITH CLEAN PERC SAND
TO TOP OF CHAMBERS
BREAKOUT=TOP ELEV.=36.25
INV. ELEV.= 35.90
34"
BOTTOM ELEV.= 35.58 EXISTING SUITABLE
5' MIN. ABOVE BOTTOM OF 2.83' I MATERIAL
T.P. EXCAVATION OR G.W.
EFFECTIVE WIDTH = 4 x 2.83' = 11.32
(5.05' PROVIDED) USE 4 ROWS OF 7 ARC 36LP PROFILE
ADJ. GROUNDWATER EL.=30.53 _ (3.8" INVERT) UNITS -NO STONE
SEPTIC SYSTEM PROFILE60"
TYPICAL SECTION
N.T.S.KQ vs
rs 3 8" U
DESIGN CRITERIA SOIL LOGf c_T
sTlN N CAP
-�--�
NUMBER OF BEDROOMS: 4 BEDROOM DESIGN PATE: MARCH 27, 2014
SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614
DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: AMY VONHONE, YARMOUTH HEALTH ARC36 LP (3.8" INVERT UNITS
DAILY FLOW: 440 G.P.D. Elev. TP -1 Depth
DESIGN FLOW: 440 G.P.D. 37.25 0"
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 36.25 10'R � 12" MODEL ARC 36LP
PROPOSED SEPTIC TANK: 440gpd x 200% = 880 gpd (USE NEW 1,500G TANK) FOR TEMOLE /1• B LOAMYiSS'"A33" ND LENGTH
LEACHING AREA REQUIRED: (440) = 594.59 S.F. GROUNDWATER OBSERVED AT 34 60" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
101" EL. 28.83 74 INOEx WELL: AIW-247 ZONE: 8 C SANDY WAA� EFFECTIVE LENGTH 60 SIDE WALL HEIGHT 3.8" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
LEVEL: 23.4 ADJUSTMENT: 2.7 ft. 10YR 6/4 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
**ADJUSTED GROUNDWATER ELEVATION 30.53** 32'75 C1 54"
DISTRIBUTION BOX: (4 OUTLETS (MINIMUM)) VARIANCE -USE HEIGHT WCE-USE BOH ALLOWED 1' REDUCTION g°'
OFF ADJUSTMENT (USE 17') FISAND
. WIDTH
PRIMARY S.A.S. 2.5Y 7/3 OVERALL 34"
USE 4 ROWS OF 7 - ARC36LP LOW PROFILE 8" INVERT SIEVE O 31.75 CAPACITY
UNITS WITH NO STONE
26.75 126"
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) PERC RATE <2 MIN/IN. ("Cl" HORIZON) PER SIEVE TEST PROPOSED SEPTIC SYSTEM/SITE PLAN
(CHAMBER UNITS) 28 UNITS x 5.00 LF x 4.73 SF/LF = 662.2 SF 14 OLD CEDAR LANE, SO. YARMOUTH,MA
TOTAL AREA = 662.2 SF Prepared for: FNMA/DEDECKO
DESIGN FLOW PROVIDED: 0.74GPD/SF(662.2SF) = 490.0 GPD > 440 GPD req'd Design and Site Plan b
9 Y SCALE DRAWN DATE:
* 1, Darren M. Meyer, R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER& SONS, INC. NTS D.M.M. 04/22/14
to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX 981
requirements of 310 CMR 15.017. I further certify that I have EASTSANDWICH, U4 02537 REV. DATE: CHECKED SHEET NO.
fY passed the Soil Eval. Exam in October, 1999.
50"2-2922 04/29/14 D.M.M. 2 of 2