HomeMy WebLinkAboutEngineered Plan - Rev. 2007p L) CULTEC #410 FILTER CLOTH MUST BE UTILIZED TO
Datum Base Hse No. 8U MAINTAIN CULTEC PERFORMANCE STANDARDS
' 2.) MINIMUM OF 24" OVERLAP BENEATH BEGINNING CULTEC
C4 PANELS TO HOLD #410 FILTER CLOTH TO ACT AS SPLASH
TCFISlll Ele V 50.00 GUARD AT ENTRY INVERTS
EL 49.50 Rlser/COver 3.) FILTER CLOTH TO BE INSTALLED SMOOTH TO RIBBED SURFACES
6.WIDOVER CULTEC C4 PANELS CONSULT MANUFACTURORS REP/DEALER FOR S 1 T A NDA b D N0 TES
within ' D -BOX Riser Extension PROPER TH AND LENGTH SIZING AND OVERLAP.
of Grade Proposed to Within 6 ONE 4" DIA PORT TO BE UTMMZED 07TH 4. DIA PVC PIPE INSTALLED
' PERF
6' PVC Collar 49.0 Prop Grd FG 48 ofrade FROM BOTTOM OF SAS (FIRST 10 ) TO COUPLE AT TOP OF PANEL AND
g 9 D -BOX EXTENDED WITH SOLID PIPE TO GROUND SURFACE CAPPED WTH COUPLE AND 1) THIS PLAN IS FOR THE I REPAIR OF A SEPTIC SYSTEM.
w/donut gaskit 47.8 SCREW TOP LOCATED AT CENTER OF LAST PANEL
4" Obs Port 2 ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE,
- TOP EL 47.7WI&rew --•_� Ex Grade 47.6 )
Top 48.4 TITLE 5, AND THE TOWN OF Yarmouth _ SUBSURFACE DISPOSAL REGULATIONS.
Top Liner Cultec ,1410
12" 3) NO DETERMINATION HAS BEEN LADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS
Raise - EL 47.0 3:1 Filter Cover
LIQUID LEVEL e 46.7 ( OR ZONING REGULATIONS.
Plum bing ---®.� -47.58 Slop
1.25't or 15 36" Min 4) THIS PROPERTY IS SERVICs'D BY TOWN WATER
/ INVERT EL 10" '713 %3" eff Overall
Prop Inv 14"� P
IN,/ERT EL 46.46 Height Height I 5) THERE ARE NO KNOWN WELLS THIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM
46.33 GAS BAFFLE AT OUTLET
47 33 Install 40 Mil liner INVERT EL Level Level 24 Min 6) ALL COVERS OF SYSTEM COMPO ENTS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE
Exist, Inv 0000 ,24 Min Overlap
INVERT EL 0000 Overlap b 7) ALL SYSTEM COMPONENTS SHAD REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
Existing
H-1� 6" STONE BASE ' I
9Bot 42.80 Bot Liner 4629 a o 5.0' Strip Out to UPON OR ABOVE THE COMP0 IT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
�00000 0 0000 000 EL 43.0 �� INVERT EL IPRCOR�SED LEACHING FACILITY 0.
46.0 "c" Horizon PUMPING OR REPAIR
6' Crushed Stone 500 Gal 46.25 46 O SIX 4'-0" X 8'-0" X 8-112 BOTTOM EL 8) NO DRIVEWAY, PARKING OR TUR VING AREA,OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
CF 4230 Proposed 1, INVERT EL 48" effective Length �I �; Level
Septic Tank H-10 BOTTOM EL SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED.
5.0'strip Out Level Cultec C4 Panels T.K #1 40.9
EL 9) SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE PLACED ON A 6" STONE BASE
45 P ESTIMATED HIGH GROUND WATER z
10j S = 0.015 I E� 38.3 TO ENSURE STABILITY AND PRE TENT SETTLING.
End of Liner at Beginning GROUNDWATER
S = 0.025 Two Lines 10) OUTLET DISTRIBUTION LINES SHILL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH.
4' 0 S = 0.01 of 3rd Panel €� 361
.EXCAVATION NOTES BOTTOM TEST HOLE 11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN I&
OF DRIVEWAYS OR PARKING OR ,.TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
1) EXCAVATE ALL, MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION
HOLE LOG TO APPROXIMATE ELEVATION 43.0 FOR A LATERAL DISTANCE OF 5' 12) ALL BUILDING SEWER LINES SHA( -TL HAVE AN INNER DIAMETER OF 4 AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.;
(WT,= POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA. 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC 14) IN THE AREAS OF EXCAVATION, �MSTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
Catch
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL 15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
Basin CAITER1A PUT FORTH IN SECTION 15255(3) OF TITLE 5. 310CMR THE DEEP OBSERVATION HOLE LOG, CONTACT EAS SURVEY, INC AMD TOWN BOH BEFORE PROCEEDING.
IV/F 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT a'
16) CONTRACTOR TO VERIFY LOCATIGN OF ALL UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION
OF FILL INTO THE RETAINING STRUCTURE.
1 17 CHANGES OR REVISIONS TO SEPTIC' DESIGN REQUIRE NOTIFICATION
E1 Well 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. (43.7)
I TO EAS SURVEY, INC. AND TOWN LOH FOR REVIEW AND APPROVAL.
MapMa�'� Parcel el �� ° 18) CONTRACTOR SHALL NOTIFY TOWN (AND DESIGN ENGINEER AT LEAST
See; E'xca va tion Notes Wetland Flag
for 'S Around Strip Out by Brad Hall 24 - 48 HOURS PRIOR TO INSPE4'TION(S).
#74 Coolidge Road P Labeled EDBVW j
44.6
120-00 44.0) 48
° , Cultec 410
Shed
7 Fil terclo th
°51,30„ E ° � Prop ose C.L 3,9
I 36 OC
7 3) N 80 (4 UI 4
(4 • ( 10.5 D- BOX (45-0) (44 �111 �/
O O
......-.•.'.'..-.'. .'.'.'.'.. 0', 48.0' J
DESIGN DA TA
PIH
100. I 3" Eff.
(�72 . ..........
. ° 8-1/2 Number of Bedrooms: 2
0.5 I :. Abandon Existing Leaching �) ( Garbage Grinder: N�
:t
g
Field Per Title 5 � �'
..•..•.•.obs: -:Port ( 6 ( ) a I Design Flow: 220
. .... 4 _ ........). ...'.'.'.'..'.. 15 x 20
4 I 4" Obs Port (110 Gal/BR/Day x Number of BR)
tee-- A5 9) -f� W screw ca to rade
5 O -. .. ..... P g Septic Tank:
1,500
®...'. .....................................:...........'.'.'......... .
....... Min 24" Overlap at end (Minimum = Design Flow x 200%) Gal
° of panels prior to backfill Min 24" Overlap at end
for Splash Guard of panels prior to backfill
20 5 Per DEP Title 5 310 CMR15.0 Mod.
Cert. for Gen Use of Cultec 'C4' Panels
..... Proposed !. Leaching Area:
Proposed SAS20.5 40 li/hl 11)Ze - _ Remove. Exist 1,000 - 6.7 SF/LF x 48 LF = 321.6 SF
' P Gal S -Tank and I Long Term Acceptance Rate (LTAR): X 0. 74
DEEP ` OBSERVATl
I
o
(4 X 48
_ 7.1) - Distribution
'� per Title 5
Box <,
�`�
(EL = 46.1 f)
o
a�
,SIX
o
o)
Soil
Horizon
Soil
Texture
(45-9) o
Soil
olor
1
,
Cultec C_ o s
48•
(USDA)
(Munsell)
w
o
45.3
Fill
35.0'
Master
fo•• - zo••
Bdr
A?
,,7 �
PI"OpO,.SE'C.l 1, 500
LOAMY SAND
10YR4/3
1OYR5/1
20" - 30"
Bdr
B
46.!9)
7.: YR5/6
30" - 120'•
36.1
C
COARSE SAND
M )'R7/6
Gal S- Tank h
5 % Gravel
Deep Obs Hole Date: 10-09-07
Soil Evaluator: ED STONE
I 0l
(43-5) ,
o
Soil Survey Description: CARVER
Geologic Material: GLACIAL °UTWASH MORfAINE
Depth to Standing Water: 931• El = 38.3
1/2
Depth to Mottling(Color): NA
4�,6)
USGS Observation Well: AIW 23V Index 25.6
Date of Last Measurement: Sept 2007 Zone C Adj 5.1
23)
Ba th
Full,
(47�
(48
Bath
I
7 ,,7 Bl (l
T
#80 Kitchen o. S.
B
-A
r (48.3)
w °
I~
TOF El
49.50
(46.6) o
o(43,5)
I,
Living
Room
Dining (48.5)
Room --1
--�
Cal
0
o
(47.7)
DEEP ` OBSERVATl
I
HOLE LOG
Test Hole #1
(EL = 46.1 f)
Dtpp
in
lev
�ft )
Soil
Horizon
Soil
Texture
Soil
olor
(USDA)
(Munsell)
0 - 10••
45.3
Fill
fo•• - zo••
44.4
0/E
LOAMY SAND
10YR4/3
1OYR5/1
20" - 30"
43.6
B
LOAMY SAND
7.: YR5/6
30" - 120'•
36.1
C
COARSE SAND
M )'R7/6
5 % Gravel
Deep Obs Hole Date: 10-09-07
Soil Evaluator: ED STONE
Witnessed By: Amy VonHone
lo
Pere Rate: < z Min/In 96"
Soil Survey Description: CARVER
Geologic Material: GLACIAL °UTWASH MORfAINE
Depth to Standing Water: 931• El = 38.3
Depth to Weeping Water. NA
Depth to Mottling(Color): NA
Est Seasonal High GW: EL = 40.9
USGS Observation Well: AIW 23V Index 25.6
Date of Last Measurement: Sept 2007 Zone C Adj 5.1
Comments: Use 2.6' whuch is half the Adj if 5.1'
= Y
2`38 GPD Provided - 220 GPD Required 1B GPD Reser" e
MAXIMUM FEASIBLE COMPLIANCE
STATE VARIANCE
2 Bdr Restriction required to be
recorded in the Barmstable Registry of Deeds.
0" OF MgSs�
c
o�
D. ��`, �o EDWARD y�N
D. , o A.
F SHE ; JR N STONE
0�1 No.28980
c• O S�o,�F I ��
°, Ii, ANl y7R A� �s Oc L AN
a
( 4g• 6 ' Cape
`-Z ( Room ! L. C. Lot 98 U isr,
L
I / ' Area = 15,600=1 Sq. Ft. l�
8•z) ' ° Deck ep tic Upgrade flepair Plan p
I ine (4 Conc I iii,j in
Gas L o
48.6) \ ASSESSORS MAP 63 LOT 91 I West Yarmouth, MA
+yU�-.%-
1 � Garage Site IS .located within a .Zone II Located At,
1JJ13e
yYat 80 Coolidge Road
47.53) �� West Yarmouth MA
( !� ° Zone:• R-40
(4) --� 3) Se t ba ckS Elevation Datum and Wetlands
Water 48• Big Gal v Spk location per S.'ite/Se wage Plan
Curb paved ( ° EL = 45.75Applicant/Owner
(46.4) Fron t 30 a t 88 Coolidge Road by D.M. Meyer
TBM (44.4) Side 20'` Charles H. Kelliher
0) Rear 20' i
ohw - (48 47 60 shed ° 80 Coolidge Road
L 5) Deed Reference West Yarmouth, MA
i 4.3) °44 Cert 725624 SCALE: I" = 10 DA October 26, 2007
Basin Catch/ (4 Rev November 5, 2007
7 1) 45 0) Location per Brad. Hall shown on PREPARED BY.•
o (4`
�4.5'f ° Site/Sewage Plan by D. M. Meyer Plan Referee e e ;�. '' EAS SURVEY, INC.
o dated 2-10-02
3 / 9) LC Plan. 258231 Terson Ave 141 Rte 6A PO Box 1729
o Jef
(4 one (� 6 0. oo' Lo t 98°
Sandwich, MA 02563
peast ° 12 a, Pb. 508-888-3619 Fx 508-888-2496
N/� Fema Map Ref. o1 i o g o GRAPHIC SCALE
- S W z5oo15-3c
o 80°51'30 ae
to o s to zo 4
Zone C 6-17-86 Linc
/ 6 ,
map 54 Parcel 14
Lincoln A ve
3
�47 LOCUS I.,IN FFFT 1