HomeMy WebLinkAbout22 Windjammer LnELEV. TOP PROP Q5.M-T4AjN <
FOUNDATION INSTALL RISERS W/IN 6" OF FINISH GR4X
(Existing)
= 102.29-,,,-
CELLAR FLOOR i GS=2X
a (MIN.)
..........
PROVIDE COUPLING
INV: 100.54
INV.=1 OOA 4
EL.101)
TEE'S ARE M BE
4" SCH 40 PVC
GAS
BAFFLE
T_PUMP S:Lif>AaE:�:
iNSTAU. R SERS W1I4 6' 07, PNISI- GRADE
FL. 100 El.. i 001 0- OO
4" SCH 40_pVC
0 S= 1% (MIN.) 10•
INV.== 98.35 / W
P12" INV.=98.25--/
.l-eox
INSTALL RISLRS 'N/ IN 6" OF FINISH GRADE.
F.G. EL: 100
l: :PE7)
SAN{1ARY TEE..
pqc
FORCE
"_iZINV. =9
INV.= 99.22 D_=K,X
TEE SHALL NOT EXTEND
BELOW FLOW LINE
DB-6
T 1,000 GALLON SEPTIC TANK (H-• 10 LOAD.? INV-=98.0
GAS BAFFLE TO BE INSTSALLED ON 1000 GALLON PUMP CHAMBER(H-10)
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL.
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 3) INSTALL INLET &. OUTLET TEES AS REQUIRED
PIPE INVERTS PRIOR TO CONSTRUCTION. 4) REPLACE EXISTING 1,000 GALLON SEPTIC
2) SEPTIC TANK, PUMP CHAMBER AND D-BOX SHALL BE TANK WITH 1500 GALLON SEPTIC TANK
SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY IF FAILED, DAMAGED, OR UNDERSIZED,
COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED 5) INSTALL SANITARY TEE IN D-BOX
IN 310 CMR 15.221(2).
SEPTIC; SYSTEM PROFILE
N.T.S.
INSTALL 1' PVC CONDUIT TO HOUSE FOR HARING
WITH WATERTIGHT JOINTS. WARE HIGH WATER .ALARM
- PROVIDE WATERTIGHT CONCRETE RISER
FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON
W►TH SECURED COVER TO GRADE
CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. -Z
NEMA 4 JUNCTION BOX CORROSION RESISTANT
HOISTING CABLE 7x19 STAINLESS STEEL. \ /
& LIQUID -TIGHT CABLE CONNECTORS SUPPORTED
BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE-
1/8- DIAMETER. / 1,760 LB. STRENGTH.
WATERTIGHT
- 2"BALL VANE w/ UNIONS SCH. 80 PVC
PC INV.(IN)=98.25
GEORGE FISHER CO. MODEL NO. 560 OR EQUAL
r
2"SCH. 40 DISCHARGE TO D-BOX
ALARM ON EL: 96.66 -
"�---2"SCH. 40 TEE w/ CLEAN -OUT CAP
PUMP ON EL: 95.33
PROVIDE 1/4" WEEP HOLE IN DISCHARGE
PUMP OFF EL: 95.0 32"
6
PIPE FOR SELF -DRAINING FORCE MAIN
�•��
BOTTOM OF -
16"
---
PUMP CHAMBER
(12
-2" BALL CHECK VALVE SCH. 80 PVC
-
100 P.S.I. FLO*AAT1C MODEL No. 208S
P OVIDE 2•- 1MDE AN( FLQAy --�
2" SCH. 40 PVC OISCHARGE PIPE
FLOAT NOA: PUMP ON/OFF (BARNES 073618 OR EQUAL)
FLOAT NO.2: ALARM ACTIVATION (,BARNES 073612 OR EQUAL)
BARNES SEV412 PUMP .5 H.P. i15 V
2" DISCHARGE PASSING 2` SOLIDS OR FCtUAI_
PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE
AS A UNIT
THROLIGN WIGGE.N PRECAST CORP., BOURNE MA. (800)
564-6774
PUMP & ACCESSORIES AVAILABLE THROUGH WLLIAMSON E<ECTRIC (781) 444-6WO
PUMP DETAIL-..
N.T.S.
BUOYANCY CAL_CULATICNS
No Buoyancy Calculations RequrieJ
I;
DOSING & STORAGE REQUIREMENTS
DAILY FLOW: 330 GPD
DOSING REQUIRED: 4 CYCLES/DAY (SAND)
330 •-- 4 == d2.5 GALLLONS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
8I.5 GAh/CYC:.E- 250 GAL/FT = 0.33 FT/CYCLE (4"')
'310RAGE RECUIRED AB(rJL WORKING LEVEL: 330 GALLONS
STORAGE PROVIDED:
Im"(IW) EL:98 25 - PUMP ON EI-:95.33 =2.92'
5T'Qj3AG(. 2..56' X w50 GAL%F`" = 730 GALLONS
FINISH GRADE=100.25
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA ;1 MAX. COVER OVER S.A.S. == 36,"
1. =1 '(MAX)
4" SCH 40_P_VC
® S= 19; (MIN.) INVERT
INV.ELEV.=98.92
SPLASH PAD TO CONSIST OF
UNDERLAYMENT OF FILTER FABR
EXTENDING 16" IN FROM START
OF ROW
----INSPECTION FORT TO BE. PLACED ON ENO UNIT
I
3 ROWS OF 3-CULTEC G-4 UNITS x 8'
._L UNIT=24'
-- - - - -- -- -- --_-_
SOIL ABSORPTION SYSTEMS R0.FILE)
N.T.S.
•
i::J�i e4:� r.�r� .;.Fi.r� : of :�oi52i� !r : rI':�ri : ;•r. �.;..,,� _,.
-- ESTABLISH VEGETATIVE COVER
BACKFILL WITH CLEAN SAND
(NATIVE OR PERC SAND)
-BREAKOUT
Al",
1 ", ' ELEV.=98.67
48" (TYPICAL) ---i 6" E--
5' MIN. ABOVE BOTTOM OP __ _ - _.--------.--.__.------__-..
T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH==13.0'
ADJ. GW EL: 93.67 -_ USE 3 ROWS OF 3--CULTEC C•-4 FIELD DRAIN UNITS
WITH 6' SEPARATION BETWEEN EACH ROW & NO STONE
SOIL ABSORPTION SYSTEM SECTION
EXISTING SUITABLE
MATERIAL
//��
DESIGN
\
_ CRITERIA `"'t rtx ' -it
, O, 1140 1
D C) I L I__ �J G S NUMBER OF BEDROOMS 3 BEDROOM %
-- -- --' - -- -- SOIL TEXTURAL CLASS: CLASS I
�Ni TAR\P��
DK! E: MAY 30, 2007
SO!;_ EVALUATOR: DARREN MEYER, R.S., CSE
WITNESS: AMY VONHONE, YARM. BOH
PET-:; RATE <2 MIN/IN. ("C" HORIZON)
.Elev. TH- 1 Depth
99.0 --- - 0"
A LOAMY SAND
IOYR 7/1 _ l
98.33 B ---- ---- 8"
LOAMY SAND
IOYR 6/6
95.67 C----------- --- 40"
MEDIUM
SAND
2.SY 6/6
90.67 _..___----.__-.-- 100"
CROUNDX'ATER 06SERVED AT 76" EL. 92.67
IN:)EX WELL: A1W-230 ZONE C
LEVEL: 21.7 ADJUSTMENT: 1.2. ft.
LIST BOARD OF HEALTH ALLOWED ADJ: 1.0 ft.
ADJUSTED HIGH GROLIULYWAIER AT EL. 93.67
DESIGN PERCOLATION RAZE: <2 MIN/IN
DAILY FLOW: 1 10 G.P.D./BR C l b
DESIGN FLOW: 330 G.P.D. (MIN REQ'D)
GARBAGE GRINDER: NO
PROPOSED SEPTIC TANK: 1000 GALLON (existing)
PROPOSED PUMP CHAMBER: 1000 GALLON
LEACHING AREA REQUIRED: (330) = 4A5.9 S.F.
.74
USE 3-_ROWS _OF' 3 , CULTEC C-4_ UNITS WITH l [Q STONE
FOR AN S.A.S. HAVING THE _DIMENSIONS 13,0'x .24.0'..
BOTTOM AREA: (GENERAL USE APPROVAL. FOR 67 SF/LF OF C-4 UNIT)
3 UNITS x 8.0'/UNIT = 24.0 FT
3 ROWS x 24.0' x 6.7 SF/LF = 482.4 SF
DESIGN FLOW PROVIDED: 0.74(482.4 S.F.) = 357.0 G.P.D.
PROPOSED _SEPT IC SYSTEM UPGRADE PLAN
22 WINDJAMMER ROAD, SOUTH - YARMOUTH, MA
__________-_----------Prepare:i for: Todd Krinsky
Engine-ei in+g by: --- -- Surveying by: - -� - - - SCALE- DRAWN _- JOB NO.
DARRENM. ME}£R, R.S. Waiver Sm-meying N.T.S. DMM
P0BOA 981 22 Long R<>od
EAS3'SANDtW_H,?WA02531 Harwich, MA 02645 DATE CHECKED SHEET NO.
WO362:2922 (;-08) 432--8:i09 06/10/07 DMM 2 of 2