HomeMy WebLinkAbout93.21 - Subsurface Disposal SystemCHARCOAL VENT 1 ELEVATIONS REFER TO
2%SLOPE (MIN.) MEAN SEA LEVEL
50
75.
EL.= 1500 GALLON R
SEPTIC TANK 4" PERF. P.V.C.2. BENCH MARK SILL EL= 75:50
W/ FAST UNIT CHARCOAL VENT -
INSERT
SLOPE = 0.005
HEAVY DUTY 2" OF 1/8" TO 1/2" 3. ESTIMATED DAILY FLOW
EL.= 72.0 FINISHED GRADE COVER. TO GRADE DOUBLE WASHED STONE FINISHED ,GR ADE
FROM WATER CONSUMPTION FIGURES
2' OF 1/8" TO 1/2" TOTAL 1999 USAGE
_ 12' MIN' -�' �'-{' "t' DOUBLE WASHED STONE FINISHED GRADE = 81000 - 33750 (Irrigation) 47250 Gal,
12" MIN. 4" PERF. PIPE _ _
5=0.005 (SCH 40)
(15') 4" SOLID PVC SCH 40 t2') 4' SOLID PVC SCH a0 4" SOLID PVC SCH. 40 0 0 0 o - - _ - -- _L - W =1 -
AVE DAILY 47250+ 260 Days 181.7 GRID,
---- - 4
-� DESIGN FLOW 2 x 18 7 - 363 4 G P.D.
S=0.054" PERF. PVC DENTIST OFFICE <200'1)
0000000 5 CHAIRSC21 4 GAL/CHAIR=107 G.P.D
S=0.02 5=0.005 0 0 pO 0 0 oc00000g o7�<=>CE6' TpTAL= 470.4 G.P.D.
0o800�S�o 0 0 0 69-65 4 X 4" TEE
70.85 1 70, 4p 6g gg o 4S�o o 080 o 0 0 4. SEPTIC TANK REQ'D CAPACITY 1500 GALLONS
EG= EL,= EL= So o So 3�4 TO 1-1 %2" 0 (INV. AT HOUSE) q0 0 0 0 10.E' TO
oo�DOUBLE WASHED STONE o 'EL.= 70.05 EL= 69.80 0 08 00 0 00 c} ,008�PROPERTY LINE 3/a" TO 1-1/2" DOUBLE WASHED STONE
a 70.65 l DISTRIBUTION o`�08 o 0 0� ogocSOo => 5. LEACHING AREA REQUIREMENTS RATE=<5 M.P.I.
e EL.= BOX (H-20) o00 00=� 00 0000'�S000 0 0 22' USE LEACHING FIELD CLASS i SOIL
LEACHING FIELD L -
10' TO BLDG.YPII+/. AREA REQ.=470.4:- 0.74 'G/S.F.= 635.7 S.F,
6" OF 1 1/2" AGGREGATE AS EL.=69.15 TYPICAL r -AI LEACHING FIELD NOTES CON'INUED:
1500 GALLON REQUIRED TO PROVIDE SUITABLE
13. LC BASE FOR LEACHING FACILITIES
PRECAST CONCRETE BASE SHALL
5'-0" MIN. .. SHALL CONSIST
SIST OF DOUBLE WASHED STONE
SEPTIC TANK RANGNG IN SIZE FROM 3/4"-1-1/2" IN DIAMETER 6. LEACHING AREA PROVIDED
(H-20 LOADING) 22' X 30' LEACHING FIELD AND FREE OF IRON ,FINES AND DUST IN PLACE. USE A LEACHING FIELD 22' X 30'
23.2' TO FOUNDATION 14. LEACHING FACILITIES SHALL BE COVERED WITH AREA PROV.= 22 X 30= 660 S,F.
GROUNDWATER ELEV.= 63.92
SEPTIC SYSTEM PROFILE A 2" LAYER SIZE
DOUBLE WASHED STONE
TEST PIT #1 5ECdDVEHTNOTSNomroattARm RANG;NG IN SIZE FROM 1/8"-1/2" IN DIAMETER CAP. PROV.= 22 X 30 X 0.74 G/S.F.= 488.4 G.P.D.
THE HOSE IS TERMINATED JUST BELOW AND FREE OF IRON FINES AND DUST IN PLACE.
THE COVER. LOCATION IS 1W ACROSS
ACCESS PORI
FROM ONE SHOWN. WT -
-
COVER & AIPRORT - 15. IN AREAS SHOWN ON THE PLAN, .ALL 7. HEAVY GRADING MACHINERY SHALL NOT BE
DUCT COVER FOR
TEST PIT N 0. i BLOWER uNEr TOPSOIL, PEAT AND OTHER IMPERVIOUS PERMITTED TO PASS OVER LEACHING AREAS.'
PERFORMED BY: GARY D. JAMES, P.E. '�-°' OPENING WOR �rAsr sn•rM
WITNESSED BY: KELDA GORMAN (SEE oET.0. TH5 vcrT. ccRs nM •--- - -," OL
Rccmjl Eo CVE"•r, NWNs S vi W - ASSEMBLY HCTKxE Box MATERIALS SHALL BE REMOVED AND
DATE ; 3/14/00 ° 48 `A REPLACED WITH A CLEAN GRANULAR
PERCOLATION PATE ; <2MIN./IN. - - HT W BE SAND FREE FROM ORGANIC MATTER 8. ALL CONSTRUCTION TO CONFORM TO THE
DEEP? OBSERVATION HOLE LOG ""'ER"O T AND OTHER DELETERIOUS SUBSTANCES
SOIL OTHER
24* CNA R'-�' I ` aA„ pscNAROEUNEAssEuxr wvRttrR REQUIREMENTS OF THE MASSACHUSETTS
SOIL COLOR SOL OPENING (TYR. •' ^' L SEAL THESE .AHTS WHICH SHALL BE GRADED SUCH THAT;
TEXTURES " s. "WY • SE iN AONEsi c
MOTTING + s�OEsmEAr PECYaE uRRET RDx AND RENDER WATERTIGHT 1. NO MATERIAL IS LARGER DEPARTMENT OF PUBLIC HEALTH SANITARY
-, fWCNES; (ug;A) (NUNSF_LL) Co"51KgNrrR cRnvn. O a' D. SCH AC ArTAC.W,T - -
72.0
BLUE STONEf RAW PN wn nTo THAN 2 INCHES. CODE, TITLE 5, AND THE TOWN OF
MA M,1 W «K P,�„p (yAMBEP � .• Rvc anrr
NA51£ •µfi TO Cq CT j j B'
a• FILL DRIVE t0En5M,5"N..R, DRRRE I HV a -^m 2. NOT MORE THAN 45% IS YARMOUTH BOARD OF HEALTH.
SC.rR 21' -� WATER „w RAW,
FRIABLE, CRUMB AAFRAx `LC".RAW uPaA w ` As[ SET RETAINED ON THE #4SIEVE:
10 YR 3/2 0-5% STONE 1\T-, • REcmE uHE 1 'A
A LOAM PLAN Y W o7 „P "MERSIBLE r 3, OF THE FRACTION PASSING 9. PERCOLATION DATA
14' b' <ASi RfN AOCESS uAwKRF RECYQE WJH,P _ SEPTIC TANK -
FRIABLE, CRUMB 'R"` • ""`R'ET °" ° SEE CETAR IMS SHEET) THE #4 SIEVE, THE MATERIAL
"TO REO m WARE r<YR.� ~ ✓ PERC RATE DEPTH OF TEST DATE
SANDY 10 'rR s/6 15-20% STONE - To-•' .�, ti SHALL FALL WITHIN THE
B LOAM FEW BOULDERS SCuoS COLLECTION ZONE GRADATION LIMITS AS FOLLOWS; 1. <2 M.P.I. 36 3/15/00
34'
LOAMY MANY PROM. FRIABLE, CRUMB "''`
C1 SAND 5 Y 7/3 7,5 YR 5/8 5-10% STONE : aA So'A7. 2
64' s Y 7/1 �' "FAST'" "�SYSTEM DETAIL SIEVE SIZE PERCENT PASSING
97" MANY PROM. LOOSE, GRAIN eaAsa,Ao #50 10-100%
MED. PK jWD ro"R>„' " �s r I s a #100 0-20%
C 5 Y 6/4 7,5 YR 5/8 5-107. STONE °-o• sr N7 -E,4
2 SAND SANITARY TEE #200 0-5%
2.5 Y 6/1 I NTRACTOP. SHALL COORDINATEWITHMANUFACTURER ..
106' I TO PPEPARE FOR AND INSTALL RECYCLE PUMP
MANY PROM. FRIABLE, CRUMB I� T II + 70 ACHIEVE LENITRIFICATION TO MEET NITROGEN LOADING 16. A SIEVE ANALYSIS OF THE MATERIAL 10. THIS SYSTEM IS .NOT DESIGNED TO ACCOMMODATE
LOAMY 5 Y 6/1 75 YP 5/8 5-l0% STONE PEQUIREMENTs SHALL BE PERFORMED TO DETERMINE A GARBAGE GRINDER.
9 SAND sxE"¢ • r��� � �'1 l -r
120 ea I
ESTIMATED DEPTH TO MAX. G.W. 97"(EL.=63.92) NAL'+v -" v5-����• -I•l` 2 ALARM 8 CONTROL PANEL FOR BLOWER UNIT AND THAT IT MEETS THE GRADATION -
ELL R.SE L*arTv W.• o•.00mmm RECYCLE PIImP SHALL BE LOCATED IN A VISIBLE AREA REQUIREMENTS AS NOTED ABOVE.
WEEPING FROM PIT FACE: N,/E PTAE IA. THE INTEPIOR OF THE PUILDINF,, 11. THE FIRST TWO FEET OF EACH LINE EXITING
STANDING WATER IN HOLE: N/E SFPTIC TANK DETA'L 3 THE PANEL SHALL BE EQUIPPED WITH HOUR METERS AND FROM THE "D -BOX" SHALL BE LEVEL.. THE D -BOX
APPEARS TO BE VARIEGATED COEURS xOTro]VE LIGHT WHICH ILLUMINATES WHEN EACH UNIT IS OPERATING. 17. REMOVE & REPLACE SHALL EXTEND TO A DEPTH S'
ALARM, SHALL BE CONNECTED TO SEPERATE CIRCUIT FROM POWER OF 35' OR UNTIL Cl LAYER IS ENCOUNTERED SHALL BE TESTED WITH WATER TO DETERMINE
SUS L'I
..E 14
A_4=" SHA_L EE B3TH VISIS_E + AUDIELE AND SMALL BE ,RQUANTITY -5+CU.Y
=LISTHAT THE OUTLETS HAVE BEEN SET LEVEL.
.
EX. LEACHING PITS ALTL'A"ED WHEN EITHER PUMP CP. BLOWER UNIT FAILS TO PUV REPLACEMENT QUANTITY- 0+ CU.Y➢S.
,CTO BE REMOVED WHEN �C'. EP. IS ACTUATED _
rel 16. UNLESS OTHEP.WISE NOTED ,ALL PIPING SHALL 12. DESIGN ENGINEER TO BE NOTIFIED AT LEAST
5. EOT� PUMP AND BLOWER SHALL BE OPERATED BY TIMER SET BY OPERATOR, BE SCHEDULE 40 PVC .
TOWN [7F YAF'FIDUTH rl
ASSESSORS MAP 103 DLOCk: 28 E C°EPA?OR SHALL INCLUDE WATER METIER. READINGS IN HIS REPORTS . 48 HOURS PRIOR TO THE FOLLOWING
19. THE PARCEL IS LOCATED IN THE ZONE II OF A � TIMBER RET. N/F REQUIRED INSPECTIONS; -
WALL SANDYSIDE CORP. 30.5' PUBLIC WATER SUPPLY WELL. -
1. BOTTOM OF EXCAVATION;
ASSESSORS MAP 93 F_D=�' c3 20. ALLOWED FLOW ON THE LOT WITH THE USE OF THE
_ FAST SYSTEM IS 35190/40000 x 550 G.P.D. 2. COMPLETION OF COMPONENTS;
1. - -- ------ 3 .9 GALLONS > 474 ok .
I ADI"
F a + , 48 � 3 COMPLETION OF GRADING.
B _ - ACCO 15.5" - -
_ DINS TO REFERENCE' 21 FAST UNIT SHALL BE INSTALLED N STRICT P LI N T
l lJ SITE FLAN THERE IS A E71Sr.'
137.25' J/,-- - - �� F r, - -- ---- ISSUED BY D WITH THE GENERAL USE IPERMIT
1
- -79 - - - - ATCH BASIN AND LEAH -�
IAP CA '
\ L 1 ISSUED BY EJP. FOR THE UNIT,
- - - - - _ -
78 --__ - --- - f --- - - ! �.
74--- -- LOCATED IN THIS AREA W .CI-
J '
I ALFRED PERONE
- 77 - _- _ �.. / \ `i ,`_.� COULD NOT PE FOUNT, ;N THE PR'LL. !-
�/ / / 7.5 4,77",,LETS 22. IN ACCORDANCE WITH THE GENERAL USE PERMIT 244 WILLOW STIR"
`� ' / � � � FDF. THE FAST UNIT EFFLUENT FROM THE UNIT SHALL YARMOUTH, MA. STREET
_. _ _ 5, 5" DIA. OUTLETS 2" ,
/ 2• MEET THE FOLLOV.ING MINIMUM STANDARDS; ASSESSORS MAP 93 BLOCK 21
I ; 75 `. x. 150 GAL. \ / T.S.S 30 Mg/L
_,72,- /PUMPED & PEMOVED� LIMITS OF REMOVE r� 1 ,l 1 1�,`i TOTAL N
G ✓ I _ TANK T❑ BE 30 Mg/L
BITUMINOUS
B.O.D
NITRATE -NITROGEN 10 MO/L
C � PAVEFIENT I\ I i r `73 - - _ -- i- , � LEGEND
NITROGEN 25 Mg/L
j PROP. 1500 GAL. t\ -r - 15"
GRAY rD-BOX
ANK W/ FAST �u REPLACE T a 23, A RESTRICTIVE COVENANT SHALL BE RECORDED
1� NIT 6' ( AGAINST THE DEED REQUIRING THAT A MAINTENANCE AND 69 EXISTING CONTOURS
- - -- - - J CHARCOAL FILTER I -
� � _ 'VENTCHAP I GAINSTtpN CONTRACT BE MAINTAINED FOR THE FAST rr c PROPOSED CONTOURS '
> / / NI - UNIT FOR THE LIFE OF THE SYSTEM, 128 EXISTING ELEVATIONS
f - - -+- 24. THE FEED TO THE IRRIGATION SYSTEM SHALL BE
W ISOLATED FRO^! THE DOMESTIC WATER USAGE AND m PROPOSED ELEVATIONS,"
W LOT REA 35,190 t Sq Ft I DISTRIBUTION BOX (H-20) SHALL EE PLACED ON A SEPERATE METER, STRATA TEST HOLE
/ -- -� o.lv ` , 25. THE C5NDDYINIUM DOCUMENT SHALL BE MODIFIED PERC TEST HOLE
I pro TO REFLECT THE ABOVE NOTED DEED RESTRICTION
i- )IRA'IN 1 _ -_ I h '�`� FOP, THE FAST UNIT MAINTENANCE. STONE WALL
, 00 -
3 3 _ - _ �° °uuia M 26. A WIRIN, PERMIT WILL BE REQUIRED FOR ALL � EXISTING ,MONUMENTS
1-I/2'Q FVC" �W TP>;. Ko.o N~• ELECTRICAL W'OA'K ASSOCIATED WITH THE FAST UNIT GROUND WATER LEVEL
=I ExISTINIU OFFICE ELDCi. PLC -'EP UNIT RECYCLE LINE - 1 EL 72.0 N/F `00 -too !p AND ALAR'l FAN -I
I SILL EL.= 75 GO � SANDYSIDE CORP. �a i1' 27, TG -Al DAILY FLOW FROM THE BUILDING ASSUMING T
3 I ` ' u ASSESSORS MAP 4^ BLCSI' 22 � E 0 OFFICE SPACE IN THE ENTIRE STRUCTURE USING 1 5/03/00 ADDED FAST UNIT GDJ
[� �I USE DOCTO C^FICE 2,273 SO. FT I ` 5/06/00 MINOR REVS. &'NOTES GDJ
J I PPOFESSIONA' ❑FFICE 2,524 S0, FT. U TITLE V FLOW RATES 6323 S.F.., x 75GPD/1000 S.F,
J n DENTIST OFFICE CS CN IRS) 1,526 SO. FT. ; 474.2 G.P.D.
jf \
3 5/]0/00 MINOR .REVS. GDJ
3 i TOTAL 6,323 SO. FT,
r a n Nt.
T i ��� ��� �4 ✓ ,r It ��! { L{} ,lf ���
1
i A L F. WAY - t -„ -_ >✓ j r1 Y_+�/ h� �'r�'�� ry., L: ''
6!t ,_ � _ - r- , { C' 1 tr' 'A--W--•I*'•j`? z 1 ,i• �J, N0. DATE DESCRIPTION BY
1,)
-� ,j :ter- , �_•l/',t'
EL.=73.27;' C6 \ n
1 e � w� "REPAIR"
SHEET NUMBER
opUP EL,=73.15 3u' Ex WATER 1 - 1
O i SEFVICE % i , \^'�''�` =k`b. `,,..,A�Efl t '~,' : 1 jt_V 1/"':-j j'r �1 1 OF
- SUBSURFACE DISPOSAL SYSTEM
3 75
. _1"=20'
-
� � � SCALE 1" 20`
t 1
173.19 _ I ;{a'`>,� aittt'��,:.'1: f f_ 1' 244 WILLOW STREET
G G -72 0 G,-_.___- CB c{�_
EL=70.97 " 1 1.
YARMOUTH MA DATE 03/28/00
_ PLAN REFERENCE: �1> . n ` �F ✓ �� f ; `
SITE PLAN - YARMOUTHPORT, MASS. ~ ;:%VW I: 'l`A, `r,� '`� 'i `' �`ry �```0' JAMES ENGINEERING, INC.
tF,•�' 7, .` \° 244WILLOW.DWG
FOR CALBETT REALTY TRUST>'Z' 1
I 183 COLUMBIA ROAD
SUMMER STREET DEC: 18, BY - SCALE 1"=20' x" i'Y�r1p ttFt1l ' s `a• • ly; cf',/> HANOVER, MASS. 02339
PREPARED BY EDWARD E. KELLEY j �E q 'y,� _C, i'� ' \ 'i� ,.L TEL: 1-(781) 829-4713 DRAWN: NLJ/ACRD
1 REG. LAND SURVEYOR> f 4Y �. ,+*;.,s;. �1. a^
CUMMAQUID, MASS. ? 1 P T Y1 •+J Ak i n:, 20 0 20 40 60
DMH ,}a�wi�3 �:a .jt>•�`��1F�
FEET - CHECKEDG D J
EL=73.15 ....,.... __ .. -
A