HomeMy WebLinkAboutEngineered Plans - 2006 - Comments, Required Revisions Marked in RedSO/L TEST DATA IVO. DATE DEPTH RATE
> 10/31/06 291 18' <2 ilfP/
PERFORMED BY ROB/N GY. GY/LCOX
GY/TNESSED BY LYNN MULKEEN
BREAK OUT ELEV. = SEE SOIL ABSORPTION SYSTEM PROFILE
5' . 1 1 ' S,
FINAL GRADE
RETAINING WALL 1 4
%,. ;. O
�ENFT IWUST/BE /0' 111 HERKAIINj THEN SAS -VENT GzNL6/ ! AZ__ / V O! Z
/ASPECT/ON PORT 1 ALL
4 " PERFZR- ATED
PROv/DE CONCRETE RISER CONSTRIJCl/ON TO CONFOR/L1 TO T/TLE 5 OF THE MASSACHUSETTS STATE
AND COVER AS REQU/RED
PROV/DE CONCRETE RISER TO BR/NG FLUSH GY/TH/N 6" OF GRADE C9PPE0 AND GY/TH/N ENt//RO�I/MENT CODE (310 CMf� 15.00 AND THE BOAf�D OF HEALTH
AND COVER AS REQU/RED TO 10' D/ST. BOX TO BE PLACED ON A LEl/EL, STABLE BASE. 3 OF FINISH GRADE
_ rt1�iV. RZOUIREMEN75 FOR THE TOWN OF YAf�iG10UTH
BR/NG CLEAN-OUT TO NITH /N 6"
TOC.- 20132 VENT W1711 2. T/GHT A01NT (A-V P/P/NG TO CONS/ST OF POL YV/NYL CHL OR/DE P/PE �PVC�
F/N/SHED GRADE PROPOSED CHARCOAL FILTER SCHEDULE -..40,, UNLESS OTHERGY/SE NOTED, . OR AU_THQR/ZED. . ALL . P/PES TO BE _
GAS BAFFLE
8" 1LAN A LA/D ON A F/R�L1 BASE. T/0117 410INTS P/PES TO BE &ATER T/GHT.
' F/N/SHED GRADE 29' VIN/
_ 3. ALL.,-TOPSO/L AND DELETERIOUS MATER/AL; /F ANY- /G1UST BE EXCA!/ATED I
a'-�-�-� I -I 1 I -III -I i I III -III -1 I I III -III -I 11-1 I I III I# I I I i-III-I'� ' ASTM C-33 j
AND REMOVED BEL OGY THE L C D/S
EA H/N0 AREA AND TOA TANCE OF 5 FEET
. , . _ _ _ _ _ _ _ .. - - - _ __ - __ Z _. - -_ __ .. --_ ----- - : -FROM _
� D/•4. PVC T.1/. ¢ D/A PVC T.J. N � CONCRETE SAND ALL S/DES OF THE- LEACH/NG AREA. BACK,/LL - AS REQU/RED GY/TH CLEAN ,
=. (M/N. S-0.01) OUTLET P/PE LA/D OR I�YASHEO SAND GRA!/EL OR SAND F/LL MATER/AL, FREE FROM F/NES, CLAY, ORGAN/C MATTER AND
(M/N. 5=0.02 4 ;° LEVEL - M/N. 2 FT. ASTM C-33 LARGE BOULDERS. 11A VINO A PERCOLAT/ON RATE /N /TS OR/G/NAL L OCA 71-
6 " '' 000000� ASTM C-33 SAND o ;000000AND AFTER PLACEMENT OF 2 MINUTES PER /NCH OR FASTER F/L•L SHALL BE
•.
15' ° PROPERLY PLACED COMPACTED TO M/N/M/ZE SETTLEMEN/7-
T.
ELEl/ 19" 5=0.02 (M/N� NV/RO=SEPT/C P/PE ° . _
f SEE PUMP ° 4. HEAI/Y MACH/NERY SHALL NOT BE PERM/7TE0 TO PASS OVER THE LEACH/NG AREA.
" BREAIfOUT
INVERT ELEI/ 4 . 58 DETA/L D/sr. BOX 0�o�0o0 ° 5. FOR PROPER PERFORMANCE SEPT/C TANK SHOULD BE //VSPECTED AT
0000 000000o� ASTM C-33 SAND00000000a0000000000004 . ° o�o�o�o� ELEt! ,
` a AT FOUNDAT/ON ::: 5, 50' LEAST ONCE A YEAR AND GYHEN THE TOTAL DEPTH OF SCUM AND SOL/OS EXCEEDS
EX/ST/NG CUT OFF TEE
A r ANIf, - THE . SEPT/C TAN/( SHOULD BE .PUMPED -
1 3 OF -.THE-L/QU/D DEPTH OF THE T
• :: ' • ' � L/NE. OVE FL 0141 S=0..02 (M/N� 1, (USUALLY ONCE fV - r 2 OR 9 YEARS)
_ EX/ST/NG PRECAST CONCRETE B.O. _
SEPT/C TANK 1000 GALS - /NV BEG ' BOT ELEV ESHGYT /NV END 6. ANY GOND/T/ONS ENCOUNTERED DUR/NG CONSTRUCT/ON D/PEER/NG FROM THOSE
5' TANKS ARE NO K G
_r _N
SEE PUMP 201 18 200.68 197.68 201 18 201. 18 CONSTRHEREON SHALL BE REPORTED TO THE DES/GN ENGINZL-R BEFORE
RETAINING WALL MIN/MUM PITCH TO PUMP CHAMBER DETA/L P/PES 1 THRU 6 UCT/ON CONT/NOES.
7. THE SUBSURFACE SEGYAGE DISPOSAL SYSTEM SHALL NOT F BACKFILLED PR/OR
p� 0 V MIN. 3' o" EZZ-V REQUIRED BElGYEZ-N BOTTOM OF
TO /NS,4�CT/ON AND APPROVAL BY THE YARMOUTH BOARD .OF HL -AL TH AND
LEACH/NG TRENCH AND MAX Gly L -1 L7
FINAL GRADE ENVIRO-SEPTIC PIPE 11�� k O O MARK SANTORA PE, THE DES/GN ENG/NEEf�
MILLER BARRIER MILLER BARRIER //l/l/EiQTS `� Q �' t B. ' UNDERGROUND, - AS WfZZ AS - OVERHEAD UT/L/TY DATA -INDICATED, /S
-- PL OTTED FROM V151BLE FIELD L OCAT/ONS AND AVAILABLE RECORDS. THE
SO/L ABSO/�i �T/ON SYSTLrr_All h l/?OF/L Z_ NS ARE APPROX/MATE ONL Y AND VER/F/CAT/ON -SHOULD BE MADE /N THE F/ELD.
ENVIRO-SEPTIC LEACHING FIELD DETAIL LOCA7id
NO SCALE NO SCALE 9. T1115 PLAN /S INTENDED FOR THE SOLE PURPOSE OF SEPT/C SYSTEM /NSTALLAT/ON
AND S/HPULD NOT BE USED FOR ANY OTHER REASON.
V MERCURY 51�YITCHES 47TACf/ED TO GENERAL GOND/T/ONS SET FORTH BY
APPROX' SIMPLEX PANEL GY/TH AUD/O AND THE DEPARTMENT OF ENv/RONMENTAL PROTECT/ON 10. TOPOGRAPH/C SURREY CONDUCTED BY MSPS, INC
� �' VISUAL AL,4R/y ON 10 .�1 20Q6/S BASED UPON AN ASSUMED MAP BENCH MARK (B. M.)
EXIST/NG ��� �,� ALARM S1�YITCH TO BE l�Y/RED TOA /. The foci7lty . served by the System and the System itself shall be open to 11 PROPOSED CONSTRUCT/ON /S NOT SUB./ECT TO THE IyETLANOS PROTECT/ON .
rA ,r 8 X5..5 SEPARATE CIRCUIT ly/TH/N HOUSE. ,0 9 y P PP 9 �' ACT. THE YARMOUTH CONSERVAT/ON COMM/SS/ON MUST BE CONTACTED TO
SAS I 1,�� 5' x a' X 5.5' SEPARATE ELECTR/CAL METER inspection ar/d som /in b the De ortment Dad the loco/ a covin outhorit
TO BE INSTALLED, OIyNER OR ASSOC/AT/O 'Board of Heo/th " of a// reasoaob/e trines »
PROPOSED EXISTING �' 6' �oA1 s£Pnc rAN/l : /NS/DE D/MEi�S/ONS • y OBE RESPON/SABLE FOR METER
OETERM/NE /F A NOT/CE OF INTENT, F/LING /S REQU/RED.
4.5' X 7.5 x 5' > 2. The Department hos not determined that the performance of the Presby 12. ALL; KNOI/YN AND PROPOSED GYATER SUPPLY GY/TH/N 200' OF SYSTEM SHOGYN.
INSPECT/ON SEPTIC SYSTEMS TO BE uSELory£srrANKOU7IET ,; - 2'PVC Outlet ryith check valve Dail creep hole Z_1n11%-o-Septic System. will provio'e a /eve/ of_protection to public health. Dad safety ALL SYSTEMS !7//711/N 100' OF l7/ELL SHOI�/N.
AvvrxrAs eL�vcrrnuRK ALAR�If LEVEL
PROPOSED To NSrALL P!A/P c1uA,� 125• :.: 20' m D aox and the environment that /s of /east equivalent to that of o server system. No ,
PORT ABANDONED IN ACCORDANCE 41'P' SH*o �1- To 1110// LEVEz-ON Presb Eaviro-Se tic s stem sha// be iasto/%d u coded or ex onded if it is 13. SEPT/C TAN/f AND LEACH/NG FAC/L/TY TO BE A M/N. OF 25 FROM
VENT CHARCOAL r r'�`� Ar �'r �oPE y P J' P9 P
7.4 m PUA/P c aAleaP INLET 1.v�r ° ' 1.15.' feosib/e to connect the foci/it to -o son/to server, un/ess as 61/0 &O b 310 ALL SURFACE AND SUBSURFACE ORA/NS
WITH TI E V / / . 7 So, Loss LEVEL -OFF PUMP OR EQUAL �' ry �'
�-FZL TER FPROPOSED ° ' 2 SCH 40 PVC DISCHARGE CMR 15.00 GYhen a oaitary server connection becomes feosib/e, the facility
s
. served b the Presb Eaviro-Se tic S stem sha// be connected to the s&w6r,
--� l-1/2" SOL/D CAPAC/7Y �' _Y P ' y 1� ALL .SYSTEM COMPONENTS SHALL BE MARKED BY MAGNET/C MAR/(/NG TAPE OR A
PROPOSED
RETAINING
WALL W/M/LLEl
BARRIER
7.41
N
0
5 LIMIT OF' -
0.
F 1
0.77
EXCA VA TION
I
EX/STING V\
1000 GAL �
SEPTIC TAN 0
Q)
O
#14 fO
oo
Z
�L
TOC: 207.32
BENCH MARK
LOT 4C
6,500.S.F..
l
EXISTING
DRI VEWA Y
5
L OCUS N. T. S
OHW
65.00
-OHW -
r
O
TEST P/T 1: 200.6
withii/ 60 days of such feasibility, and the Presby Eaviro-Septic system sha// be
abandoaed /n comp/lance with 310 CMR 15.354 unless a later time /s a//owed, Ii7
writii7g, ' by the 0 -OViag -authority.
200.60
HEAD
O 27" F&L
TDH
WEIGHT= 1270FTA3x62.4 LBS/FTA3
198.,75
100
27-J9 -AP LS 10YR 5/2
TABLE 28.9
PK!F. CH
UMP -/AMBER._
19.7..75
13.2
,Y9 -49"B LS IOYR 5/4.-
Cond/tioas 42eo cable to the System Owner
196.52
10
49-97"0MS4NO 2.574
- -
- - ---
PROPOSED
W47 -DR -0 55", - - - - - -
1 The Presb Eaviro-Se tic S stem s o ro ed f r th t t t d d' / f
1. TYPE OF ESTABLISHMENT SINGLE FAM/L Y 6 BEDROOM HOUSE
0.24
AD/USTMENT �Gf/91 /NOEr iYfLL: 29
W/ CHARCOAL FIL TER
O
1.80
READ/NG.• 9/06 INDEX LEVEL: 8.1
13.70
40
'1J.2
AD✓USTMENT FACTOR.- A 5'_
0.8
192.52
50
BEDROCK ELEV. > .97-
4.65
1.30
,047E OF TEST 10/91/06
BREAK OUT ELEV. = SEE SOIL ABSORPTION SYSTEM PROFILE
5' . 1 1 ' S,
FINAL GRADE
RETAINING WALL 1 4
%,. ;. O
�ENFT IWUST/BE /0' 111 HERKAIINj THEN SAS -VENT GzNL6/ ! AZ__ / V O! Z
/ASPECT/ON PORT 1 ALL
4 " PERFZR- ATED
PROv/DE CONCRETE RISER CONSTRIJCl/ON TO CONFOR/L1 TO T/TLE 5 OF THE MASSACHUSETTS STATE
AND COVER AS REQU/RED
PROV/DE CONCRETE RISER TO BR/NG FLUSH GY/TH/N 6" OF GRADE C9PPE0 AND GY/TH/N ENt//RO�I/MENT CODE (310 CMf� 15.00 AND THE BOAf�D OF HEALTH
AND COVER AS REQU/RED TO 10' D/ST. BOX TO BE PLACED ON A LEl/EL, STABLE BASE. 3 OF FINISH GRADE
_ rt1�iV. RZOUIREMEN75 FOR THE TOWN OF YAf�iG10UTH
BR/NG CLEAN-OUT TO NITH /N 6"
TOC.- 20132 VENT W1711 2. T/GHT A01NT (A-V P/P/NG TO CONS/ST OF POL YV/NYL CHL OR/DE P/PE �PVC�
F/N/SHED GRADE PROPOSED CHARCOAL FILTER SCHEDULE -..40,, UNLESS OTHERGY/SE NOTED, . OR AU_THQR/ZED. . ALL . P/PES TO BE _
GAS BAFFLE
8" 1LAN A LA/D ON A F/R�L1 BASE. T/0117 410INTS P/PES TO BE &ATER T/GHT.
' F/N/SHED GRADE 29' VIN/
_ 3. ALL.,-TOPSO/L AND DELETERIOUS MATER/AL; /F ANY- /G1UST BE EXCA!/ATED I
a'-�-�-� I -I 1 I -III -I i I III -III -1 I I III -III -I 11-1 I I III I# I I I i-III-I'� ' ASTM C-33 j
AND REMOVED BEL OGY THE L C D/S
EA H/N0 AREA AND TOA TANCE OF 5 FEET
. , . _ _ _ _ _ _ _ .. - - - _ __ - __ Z _. - -_ __ .. --_ ----- - : -FROM _
� D/•4. PVC T.1/. ¢ D/A PVC T.J. N � CONCRETE SAND ALL S/DES OF THE- LEACH/NG AREA. BACK,/LL - AS REQU/RED GY/TH CLEAN ,
=. (M/N. S-0.01) OUTLET P/PE LA/D OR I�YASHEO SAND GRA!/EL OR SAND F/LL MATER/AL, FREE FROM F/NES, CLAY, ORGAN/C MATTER AND
(M/N. 5=0.02 4 ;° LEVEL - M/N. 2 FT. ASTM C-33 LARGE BOULDERS. 11A VINO A PERCOLAT/ON RATE /N /TS OR/G/NAL L OCA 71-
6 " '' 000000� ASTM C-33 SAND o ;000000AND AFTER PLACEMENT OF 2 MINUTES PER /NCH OR FASTER F/L•L SHALL BE
•.
15' ° PROPERLY PLACED COMPACTED TO M/N/M/ZE SETTLEMEN/7-
T.
ELEl/ 19" 5=0.02 (M/N� NV/RO=SEPT/C P/PE ° . _
f SEE PUMP ° 4. HEAI/Y MACH/NERY SHALL NOT BE PERM/7TE0 TO PASS OVER THE LEACH/NG AREA.
" BREAIfOUT
INVERT ELEI/ 4 . 58 DETA/L D/sr. BOX 0�o�0o0 ° 5. FOR PROPER PERFORMANCE SEPT/C TANK SHOULD BE //VSPECTED AT
0000 000000o� ASTM C-33 SAND00000000a0000000000004 . ° o�o�o�o� ELEt! ,
` a AT FOUNDAT/ON ::: 5, 50' LEAST ONCE A YEAR AND GYHEN THE TOTAL DEPTH OF SCUM AND SOL/OS EXCEEDS
EX/ST/NG CUT OFF TEE
A r ANIf, - THE . SEPT/C TAN/( SHOULD BE .PUMPED -
1 3 OF -.THE-L/QU/D DEPTH OF THE T
• :: ' • ' � L/NE. OVE FL 0141 S=0..02 (M/N� 1, (USUALLY ONCE fV - r 2 OR 9 YEARS)
_ EX/ST/NG PRECAST CONCRETE B.O. _
SEPT/C TANK 1000 GALS - /NV BEG ' BOT ELEV ESHGYT /NV END 6. ANY GOND/T/ONS ENCOUNTERED DUR/NG CONSTRUCT/ON D/PEER/NG FROM THOSE
5' TANKS ARE NO K G
_r _N
SEE PUMP 201 18 200.68 197.68 201 18 201. 18 CONSTRHEREON SHALL BE REPORTED TO THE DES/GN ENGINZL-R BEFORE
RETAINING WALL MIN/MUM PITCH TO PUMP CHAMBER DETA/L P/PES 1 THRU 6 UCT/ON CONT/NOES.
7. THE SUBSURFACE SEGYAGE DISPOSAL SYSTEM SHALL NOT F BACKFILLED PR/OR
p� 0 V MIN. 3' o" EZZ-V REQUIRED BElGYEZ-N BOTTOM OF
TO /NS,4�CT/ON AND APPROVAL BY THE YARMOUTH BOARD .OF HL -AL TH AND
LEACH/NG TRENCH AND MAX Gly L -1 L7
FINAL GRADE ENVIRO-SEPTIC PIPE 11�� k O O MARK SANTORA PE, THE DES/GN ENG/NEEf�
MILLER BARRIER MILLER BARRIER //l/l/EiQTS `� Q �' t B. ' UNDERGROUND, - AS WfZZ AS - OVERHEAD UT/L/TY DATA -INDICATED, /S
-- PL OTTED FROM V151BLE FIELD L OCAT/ONS AND AVAILABLE RECORDS. THE
SO/L ABSO/�i �T/ON SYSTLrr_All h l/?OF/L Z_ NS ARE APPROX/MATE ONL Y AND VER/F/CAT/ON -SHOULD BE MADE /N THE F/ELD.
ENVIRO-SEPTIC LEACHING FIELD DETAIL LOCA7id
NO SCALE NO SCALE 9. T1115 PLAN /S INTENDED FOR THE SOLE PURPOSE OF SEPT/C SYSTEM /NSTALLAT/ON
AND S/HPULD NOT BE USED FOR ANY OTHER REASON.
V MERCURY 51�YITCHES 47TACf/ED TO GENERAL GOND/T/ONS SET FORTH BY
APPROX' SIMPLEX PANEL GY/TH AUD/O AND THE DEPARTMENT OF ENv/RONMENTAL PROTECT/ON 10. TOPOGRAPH/C SURREY CONDUCTED BY MSPS, INC
� �' VISUAL AL,4R/y ON 10 .�1 20Q6/S BASED UPON AN ASSUMED MAP BENCH MARK (B. M.)
EXIST/NG ��� �,� ALARM S1�YITCH TO BE l�Y/RED TOA /. The foci7lty . served by the System and the System itself shall be open to 11 PROPOSED CONSTRUCT/ON /S NOT SUB./ECT TO THE IyETLANOS PROTECT/ON .
rA ,r 8 X5..5 SEPARATE CIRCUIT ly/TH/N HOUSE. ,0 9 y P PP 9 �' ACT. THE YARMOUTH CONSERVAT/ON COMM/SS/ON MUST BE CONTACTED TO
SAS I 1,�� 5' x a' X 5.5' SEPARATE ELECTR/CAL METER inspection ar/d som /in b the De ortment Dad the loco/ a covin outhorit
TO BE INSTALLED, OIyNER OR ASSOC/AT/O 'Board of Heo/th " of a// reasoaob/e trines »
PROPOSED EXISTING �' 6' �oA1 s£Pnc rAN/l : /NS/DE D/MEi�S/ONS • y OBE RESPON/SABLE FOR METER
OETERM/NE /F A NOT/CE OF INTENT, F/LING /S REQU/RED.
4.5' X 7.5 x 5' > 2. The Department hos not determined that the performance of the Presby 12. ALL; KNOI/YN AND PROPOSED GYATER SUPPLY GY/TH/N 200' OF SYSTEM SHOGYN.
INSPECT/ON SEPTIC SYSTEMS TO BE uSELory£srrANKOU7IET ,; - 2'PVC Outlet ryith check valve Dail creep hole Z_1n11%-o-Septic System. will provio'e a /eve/ of_protection to public health. Dad safety ALL SYSTEMS !7//711/N 100' OF l7/ELL SHOI�/N.
AvvrxrAs eL�vcrrnuRK ALAR�If LEVEL
PROPOSED To NSrALL P!A/P c1uA,� 125• :.: 20' m D aox and the environment that /s of /east equivalent to that of o server system. No ,
PORT ABANDONED IN ACCORDANCE 41'P' SH*o �1- To 1110// LEVEz-ON Presb Eaviro-Se tic s stem sha// be iasto/%d u coded or ex onded if it is 13. SEPT/C TAN/f AND LEACH/NG FAC/L/TY TO BE A M/N. OF 25 FROM
VENT CHARCOAL r r'�`� Ar �'r �oPE y P J' P9 P
7.4 m PUA/P c aAleaP INLET 1.v�r ° ' 1.15.' feosib/e to connect the foci/it to -o son/to server, un/ess as 61/0 &O b 310 ALL SURFACE AND SUBSURFACE ORA/NS
WITH TI E V / / . 7 So, Loss LEVEL -OFF PUMP OR EQUAL �' ry �'
�-FZL TER FPROPOSED ° ' 2 SCH 40 PVC DISCHARGE CMR 15.00 GYhen a oaitary server connection becomes feosib/e, the facility
s
. served b the Presb Eaviro-Se tic S stem sha// be connected to the s&w6r,
--� l-1/2" SOL/D CAPAC/7Y �' _Y P ' y 1� ALL .SYSTEM COMPONENTS SHALL BE MARKED BY MAGNET/C MAR/(/NG TAPE OR A
PROPOSED
RETAINING
WALL W/M/LLEl
BARRIER
7.41
N
0
5 LIMIT OF' -
0.
F 1
0.77
EXCA VA TION
I
EX/STING V\
1000 GAL �
SEPTIC TAN 0
Q)
O
#14 fO
oo
Z
�L
TOC: 207.32
BENCH MARK
LOT 4C
6,500.S.F..
l
EXISTING
DRI VEWA Y
5
L OCUS N. T. S
OHW
65.00
-OHW -
r
O
D -BOX a. ! .........:.. ..
"� °' ° - -• PUMP TO BE SET 6" FROM TANK
0.655' = 165 a&LONS = 1 DOSE BOTTOM
PROPOSED CLASS / SO/L REQU/RES 4 DOSE3/Os1Y ALARM. LEVEL .ELEV. 1.25' -FRO& BOTTOM
withii/ 60 days of such feasibility, and the Presby Eaviro-Septic system sha// be
abandoaed /n comp/lance with 310 CMR 15.354 unless a later time /s a//owed, Ii7
writii7g, ' by the 0 -OViag -authority.
C0&RARABLE MEANS /N ORDER TO LOCATE THEM ONCE BUR/ED.
HEAD
1`
TDH
WEIGHT= 1270FTA3x62.4 LBS/FTA3
2" FORCE MAIN >H/GH LEVEL ON ELEV 1.15' FROM BOrrOM
100
Z ZZ7 /CN CR117 _R1A
TABLE 28.9
PK!F. CH
UMP -/AMBER._
u
13.2
WACHUSETT PRECAST H-1 D ,-' LOIY LEVEL OFF ELEV 0.50' FROM BOTTOM
1000 GALS. WATER PROOF.._TANK
Cond/tioas 42eo cable to the System Owner
4.0
10
44
PUMP CAL COLA TIONS
�
0.07
PROPOSED
APPROX - -
'
1 The Presb Eaviro-Se tic S stem s o ro ed f r th t t t d d' / f
1. TYPE OF ESTABLISHMENT SINGLE FAM/L Y 6 BEDROOM HOUSE
0.24
1 �t
O
EXISTING (2�1)5TEE ®D¢,CEACH
SAS TOTAL TRANS/T/OVAL LOSSES= 19.0' OF
EQU/VALENT LENGTH
HORIZONTAL LENGTH = 9'
>{oofxs 292/4292 293/4253 29414294 ess/,2ss:"
`�` "�" �°` ''�' pal IL " c°" ' " C° ""
5 },6 140 530 - � 196 742 214 .610
10 3.1 124 462 __ __ 161 665 S99 7�
15 4.6 106 108 Itb 447' 165 625 164 �6%
29 6.1 91 344 ,96 ,as ,56 566 106 636
25 7b 73 264 98 363 i]6 S15 151 SpT
30 9., 56 2t2 '121 '456
GPM STATIC
HEAD
PROPOSED EQUIVALENT LENGTH = 19' t 9 = 28'
TDH
WEIGHT= 1270FTA3x62.4 LBS/FTA3
USE 100' FOR ANALYSIS
1000- GAL REFERENCE HAZEN H&LIAMS TRANS/TIONAL LOSSES
100
28.0
TABLE 28.9
PK!F. CH
UMP -/AMBER._
u
13.2
0.00
-._Cl_
ENOINEER/NG HANDBOOK
4.0
10
44
PUMP CAL COLA TIONS
�
0.07
PROPOSED
20
13.2
DIFFERENTAL VENT NO SCALE
0.24
13.44
W/ CHARCOAL FIL TER
O
1.80
0.50'
M
y p y r pp v o e reo mea on rsposo o -
so1711ory- sewage on/y..Any wastes that are non=sanitary sewage generated or used 2. DES/GN FLOl1!
at the facility served by the Presby Eaviro-S,oetic System Shall 1701 be introduced ,j 6 BEDROOMS AT 110 GAL/BEDROOM/DAY= 660 GALLONS/DAY
lata the Presby Eaviro-Spetic System 017d sha// be /awfu//y d/sposed. j
3. SEPT/C TANK SIZE -1000 GALLONS
2. The Presby E17viro-Septic System owner shall at a// times proper/y operate and NO ADD/T/ONAL 0APA0/7Y HAS BEEN PROv/DED FOR GARBAGE DISPOSAL
M01;71&4;7the 017 -site sewage -disposes/ system.. The Presby System I.
owner shall have the Presby Eaviro-Spetic. System 1ilspected o17nuo//y by 1717 4. DES/GN PERCOLAT/ON RATE <2 M/NOTES//NCH '
-
operator, trained b the Com 017 0170, shall submit Lhe /esuIts of that fns ection
P J' P J' '° 5. LF C111NO ARRA REQU/RED BY T/TLE 5 : 66.0 .74 891.89 S . Ft
on o 1001717%gy checklist, to the /oca/ approving authority. I ( / q
a
3. The Presby Eaviro-Septic System ow17er sha// furnish the Deportment of 6. LE�rH/NG AREA PROV/DED (BY DES/GNJ• NVIRO-SEPT/C F/ELD
E17vironme17t61/ Protection any information that the Deportment of EavirOnmento/ ENl FO-SEPT/C PRODUCT :9LLOlyS 409 REDUCT/ON PER DEP REGUL'AT/ONS FROM CONVENT/O/11AL k
Protection requests regarding the operation and performance of the System, S/Z SYSTEM 9UT SYSTEM AlAr NOT BE SMALLER THEN 4005:F.
within - 21 days of the dote of receipt of that request.
891.;9 X 0.60 = 535.13 S.F. REQU/RED (400 SF. 1WI1711-num Requ/reds
TO BE 1 O ABOVE LOW 4 No Presby Eaviro-Septic System owner shall authorize or a//ow the installation of
00e,EXIST N TIENT ELEV the Presby Eaviro-Septic System other than by 0 person trained by the Company 1>%DE X 50' LONG = 550 S.F. lY/TH 6 P/PES ENV/RO-SEPT/C PIPE 2' CNT TO CNT
1000G HEAD CAPACITY CURVE to iasta// the System.
MODELS 292/4292/293%4293/294/4294/295/4295 TOTAL, LEACH/NG ARE.q' 550 F,-
SEPTI ANK
i
.��
O
FRI C TION FR/ C TION
>{oofxs 292/4292 293/4253 29414294 ess/,2ss:"
`�` "�" �°` ''�' pal IL " c°" ' " C° ""
5 },6 140 530 - � 196 742 214 .610
10 3.1 124 462 __ __ 161 665 S99 7�
15 4.6 106 108 Itb 447' 165 625 164 �6%
29 6.1 91 344 ,96 ,as ,56 566 106 636
25 7b 73 264 98 363 i]6 S15 151 SpT
30 9., 56 2t2 '121 '456
GPM STATIC
HEAD
HEAD
TDH
WEIGHT= 1270FTA3x62.4 LBS/FTA3
VOLUME OF COVER =
100
28.0
1,0 530
115 435
69 737
0
13.2
0.00
0.00
13.20
10
13.2
0.24
0.07
13.27
20
13.2
0.86
0.24
13.44
30
13.2
1.80
0.50'
13.70
40
'1J.2
3, 10
0.8
14.07
50
13.2
4.65
1.30
14.50
60
13.2
6.53
1.83
15.03
70
13.2
8.64
2.42
15.62
80
13.2
1 1. 10
3. 11
16.31
90
13.2
13.80
3.861
17.06
y p y r pp v o e reo mea on rsposo o -
so1711ory- sewage on/y..Any wastes that are non=sanitary sewage generated or used 2. DES/GN FLOl1!
at the facility served by the Presby Eaviro-S,oetic System Shall 1701 be introduced ,j 6 BEDROOMS AT 110 GAL/BEDROOM/DAY= 660 GALLONS/DAY
lata the Presby Eaviro-Spetic System 017d sha// be /awfu//y d/sposed. j
3. SEPT/C TANK SIZE -1000 GALLONS
2. The Presby E17viro-Septic System owner shall at a// times proper/y operate and NO ADD/T/ONAL 0APA0/7Y HAS BEEN PROv/DED FOR GARBAGE DISPOSAL
M01;71&4;7the 017 -site sewage -disposes/ system.. The Presby System I.
owner shall have the Presby Eaviro-Spetic. System 1ilspected o17nuo//y by 1717 4. DES/GN PERCOLAT/ON RATE <2 M/NOTES//NCH '
-
operator, trained b the Com 017 0170, shall submit Lhe /esuIts of that fns ection
P J' P J' '° 5. LF C111NO ARRA REQU/RED BY T/TLE 5 : 66.0 .74 891.89 S . Ft
on o 1001717%gy checklist, to the /oca/ approving authority. I ( / q
a
3. The Presby Eaviro-Septic System ow17er sha// furnish the Deportment of 6. LE�rH/NG AREA PROV/DED (BY DES/GNJ• NVIRO-SEPT/C F/ELD
E17vironme17t61/ Protection any information that the Deportment of EavirOnmento/ ENl FO-SEPT/C PRODUCT :9LLOlyS 409 REDUCT/ON PER DEP REGUL'AT/ONS FROM CONVENT/O/11AL k
Protection requests regarding the operation and performance of the System, S/Z SYSTEM 9UT SYSTEM AlAr NOT BE SMALLER THEN 4005:F.
within - 21 days of the dote of receipt of that request.
891.;9 X 0.60 = 535.13 S.F. REQU/RED (400 SF. 1WI1711-num Requ/reds
TO BE 1 O ABOVE LOW 4 No Presby Eaviro-Septic System owner shall authorize or a//ow the installation of
00e,EXIST N TIENT ELEV the Presby Eaviro-Septic System other than by 0 person trained by the Company 1>%DE X 50' LONG = 550 S.F. lY/TH 6 P/PES ENV/RO-SEPT/C PIPE 2' CNT TO CNT
1000G HEAD CAPACITY CURVE to iasta// the System.
MODELS 292/4292/293%4293/294/4294/295/4295 TOTAL, LEACH/NG ARE.q' 550 F,-
SEPTI ANK
i
.��
O
24 . ,�.
70
- 20
60
1 x 16
V
>{oofxs 292/4292 293/4253 29414294 ess/,2ss:"
`�` "�" �°` ''�' pal IL " c°" ' " C° ""
5 },6 140 530 - � 196 742 214 .610
10 3.1 124 462 __ __ 161 665 S99 7�
15 4.6 106 108 Itb 447' 165 625 164 �6%
29 6.1 91 344 ,96 ,as ,56 566 106 636
25 7b 73 264 98 363 i]6 S15 151 SpT
30 9., 56 2t2 '121 '456
5. Prior to the Issuance of a. Certrfrc.9te of Comp/101700 for the System, the Presby
Eaviro-Septic System ow17er sha// record and/or register /n the appropriate
Reglstry of Deeds and/or L.9170' Registration Office, o Notice disc%sing both the
-eXiSte17ce of the a/ternotive septic Presby Ea vri-o-Septic System subJect to this
,
Approval 017 the property and the Oeportme17t of E17vironmenta/ Prote0b017 s
approval of the System. /f the property subJect to the Notice is unregistered
TANK + WEIGHT OF COVER
1000 GAL. TANK 5'x6'x9'= 270FT^3
0
WEIGHT= 1270FTA3x62.4 LBS/FTA3
VOLUME OF COVER =
40 12.2
ISf1CS 50 w
62 318
10 317 46 162 94 3W
- - - - 56 220
1,0 530
115 435
69 737
/and, the Notice shat/ be margiaa//y referenced 017 the owner's deed to the
FACTOR OF SAFETY =
4' OFFSET
-404C
• :.
60 - - '" j- 13 417 _ 59 ' z23
property. X1117117 30 days of recording 17170/or registering the Notice, the Presby
12,50OLBS= 27,350 LBS
SAS TO
7.41 '
Lock V& ,x,
12.0,,, M 15.4,.) 6x1 (16.9m)
;M c22So
E17vri-o-Septic System owner sha// submit the fo/%wi17g to the Deportment of
O�
SAS TO
6
20
P '
CRAIyL SPACE
Er/v/r017meata/ Protection 0/70' the /oca/ approvi17g authority. �� 0 certified
Registry copy of the Notice bearing the book and page/ilstrument number
+
z931+
and/or. . document nurnbel,• . and �i>) /f the property is unregistered /and, . a . Registry
117
copy of the owner's deed to the property, bearing the /n.9rgino/ tel
... c
- :. .:...... .. 292/4292
. 294/}2�4� 245/4295
-
l
UiERS
20 '° bo B0 120 f ° 166 '
60 160 240 320 400 400 56 640
7.0 600
,
'
Conditions App/icoble to /nsta//ers of the Svstem
86
-
CONSTRUCTION NOTES.
F`°"'PER '°"=
1. Each /nsta/ler Sha instal/ the Presby Eaviro-Septic System in accordance with
1
CONSTRUCTION OF IMPERVIOUS BARB/ER SHALL BEPresby
Environmental Inc. training on the insto/%tion of the Presby Eaviro-Septic
LEGEND'
EX/ST/NG CONTOURS
i
2. PROPOSED CONTOURS
3. 7r PEROOLAT/ON TEST LOCAT/ON
4.TEST PIT LOCAT/ON
MARK S NTORA, P.E. JNC,
SUPERS/SED BY DES/GN ENG/NEER. THE B.O.H. AN System and the coaditio17s of this Certification
Civil & Environmental En g i n e e r i n g
1 DES/GN ENGINEER SHALL BE NOTIFIED PR/OR z: i,U PO BOX 539
TO BACKFILL /N AN INSPECTIONUSE VERSA-LOK K�ALL il��, 2 No Installer sha// instal/ the Presby E17viro-Septic System un/ess the Instal%r has
2. BREAKOUT BARRIER JO/NTS TO BE OVERLAPPED s' OR EQUAL 1 ' been M61i17ed by the Presby Environmental /170. 017 insta//6111017 of the Presby Grafton, MA 01519
A MINIMUM OF 6" AND SEALED WITH AN APPROVED r; ..��J� Eaviro-Septic System or the insto/%tion is overseen by o Presby Enviroameata/ Phone �508� 839-5113
ADHESIVE TO MAINTAIN A WATER TIGHT BARRIER.
Y •.. -� : .. � G Inc. represe17tative(sJ
J. AN AS -BUILT PLAN SHALL ' BE PREPARED AND 0
CERTIFIED BY THE DES/GN ENG/NEER THAT THE c�al•Fz `i1 ` `, 3. /nsto/%rs sha// comp/ete the Presby Eaviro-Septic System /17sta//ation Form 17170 s'C/BS[JTT FAC
1 IMPERVIOUS BARRIER WAS INSTALLED ACCORDING ',. Bls!200.50 ! forward a copy to the Presby Enviro17ment61/ /nc. and the loco/ approving authority.' S�ITI�AG� D/S/- O.S�L AND
EXISTING TO APPROVED PLANS AND MASS DEP GU/DLINES. 6'Lawaao s® �
Lw�W
OR/VEV1;4 r ��� , ,t �... ,� �, I„� �4 The Presby Enwro-Septic System instal%r sha// provide the Presby Eaviro-Septic -i
STONE c� � `� ,� �: - :� �, Ti�EA T&l/ NT SYSTE/Ir/
,� ., ,,..;�_... System owner and the /oca/ approving authority Board of Heath Dail Design
���::::'� �� /NSTALL,9T/ON
BND/FND Ca ' u' �� j BDT1�" °F LR�£R '"` ' :_ ` "� ::':Y f.`' (1;�� Engineer with a 6111 of lading certifying that the sand fill meets ASTM C-33 oro
ti • \ ` LP_ �4 ,<< A R4LLY GLrrq IT/NG ;; \ Sieve Analysis certifying the sand fill meets ASTM C-3,3
OHW
CARIJINE'R LANE'
(P19ZIC, PAVED)
PUMP CHAMBER
BOYANCY CALCULATIONS:
DRIVING FORCE BOYANCY
RESISTING FORCE
OVERBURDEN & TANK
44'
WEIGHT OF 1000 GAL.
= WEIGHT OF WATER DISPLACED BY
TANK + WEIGHT OF COVER
1000 GAL. TANK 5'x6'x9'= 270FT^3
MATERIAL
TANK= 12,500 LBS
WEIGHT= 1270FTA3x62.4 LBS/FTA3
VOLUME OF COVER =
WT 16,848 LBS
9'x 5'x 3'=135 FT"3
'
WEIGHT OF COVER =
135x 110LBS/F1"3
FACTOR OF SAFETY =
4' OFFSET
RESISTIN� FORCE/DRIVING FORCE.
RESISTING FORCE=14,850+
=27,350 LBS/16,848 LBS= 1.6=F.S
12,50OLBS= 27,350 LBS
(f�� PERr90US A19TFRG9L NO SCALE
REQUIRED PROV/DED
TANK
44'
OFFSET FROM
PROPERTY L/AE
10'
LOCAL UPGRADE
TANK OFFSET
4.04'
FROM EX/ST/AG
10'
LOCAL UPGRADE
HOUSE
907TOM OF
4' OFFSET
SAS TO
H/GH OW
FROM Gly
(DEP APPROVAL.
SAS TO
7.41 '
PROPERTY
10'
(LOCAL .UPGRADE)
L/AE OFFSET
SAS TO
20
10.77'
CRAIyL SPACE
(LOCAL UPGRADE
DES/GNED jBY MMS DRAWN BY J,qO DATE 11/9/06
DETA/ ,
SCALE 1 =10 CHECKED BY.• MMS SHEET.' 1 OF 1
L OCAT/ON.•
TOP IIIEW SIDE VIEW END VIEW 16 G RDINER LANE M1111 RIYO U TH MA
E1' PIPE �nC o 0 9d'P�C BEND
SYSTT/IrI DES/GN FOR
4PICC PIPE I
'7 -
-MAX 4' ! OFFSET ADAPTER YCZ y _R1 wo 7 -7
4'
OFFSET ADAP/TER r -
PIP \\\
9LP PVC BEND /
( RZ-1//S/ONS J 5 2007 f,��l// 7*1' (10YYZNTS
STANDARD RETURN DETA/L
N. T.S. a r
+
KIN
TODD
R
CHAPIN
No. 37558
SO/L TEST DATA
PERFORMED BY.• ROB/N GY. GY/L COX
GY/TNESSEO BY LYNN MULKEEN
O DATE 0ERT11 RATE
1 10/31/0 29118' <2 MP/
TEST PIT >
O 2T F/LL
27-,39' AP LS 10YR 5/2
J9-4(.9-,9 LS IOYR 5/4
OA 49-970 AlSAN02.57/4
WATER ® 55'
---- - ADJUSTMENT.- M/KY - INDEX HE'LL.- 29
READING.• 9/06 INDEX LEVEL: 81
ADJUSTMENT FACTOR.- 1.6'
BEDROCK ELEV > 97"
DATE OF TEST 101131/06
BREAK OUT ELEV. = SEE SOIL ABSORPTION SYSTEM PROFILE
5,
FINAL GRADE
RETAINING WALL I ,
. � ZO 6
RETAINING WALL
FINAL GRADE � ENV/RO-SEPT/C P/PE �
MILLER BARRIER MIL EER BARRIER
ENVIRO-SEPTIC LEACHING FIELD DETAIL
NO SCALE
APPROX
EXISTiwG
SAS
PROPOSED EXISTING
INSPECTIONSEPTIC SYSTEMS TO BE PROPOSED
PORT ABANDONED IN ACCORDANCE
7.411 WITH TITLE V VENT/CHARCOAL
FIL TER
PROPOSED
RETAINING
WALL W/MILLS/
BARRIER
7.4 1
EXIST/NG
1 000 GAL
SEPTIC TAN,
IS
D/FFERENTA/L 1/ENT/NG DUE TO PUMP /� / p /� /
VENT MUST BE 10' H/GHER(M/N� THEN SAS 1/ENT GLS/ VL�/IAL /VOTES
PRO!//DEC CJP R/SER 4 PERFERA7-
_AND COVER AS REQU/RED INSPECT/ON PORT 1. Al -L CONSTI'FUCT/ON TO CONFORW TO T/TLE 5 OF THE MASSACHUSETTS STATE
PROv/OE CONCRETE RISER 1O TO BR/NG FLUSH GY/TH/N 6" of GRAOE CAPPEO ANO W17HIN ENV1R0N�LIENT CODE (310 CMR 15.00,) AND THE BOARO OF HEAL TH
AND COVER AS REQU/RED TO ' D/ST. BOX TO BE PLACED ON A LEVEL, STABLE BASE. 3 OF F/N/SH GRADE
M/rti REQU/REti1ENTS FOf? THE TOGyN OF YARiL10UTH
BR/NG CLEAN-OUT TO 911711 /N 6
TOC.• 201.32 F/N/S11E0 ORA, VENT 9117-112. T/G/�T ,AO/NT (TJ,) P/P/NG TO CONS/ST OF POL YV/NYL CHL OR/DE P/PE (PVC,)
PROPOSED CHARCOAL FILTER SCHEDULE 40, UNLESS OTHERGy/SE NOTED, OR AUTHOR/ZED. ALL P/PES TO BE
GAS BAFFLE
8" MIN A ZAD ON A FIRM BASE. TIGHT ,/O/NTS PIPES TO BE IIIATE/1' TIGHT.
FINISHED GRADE 29 YIN)_ LL °� TOPSO/L AND DELETERIOUS &ATER/AL, /F ANY, MUST BE EXCAVATED
11 ' ASTM 0-33 / REMOVED BELOGIY THE LEACH/NG ARL�A
AN TO A D/STANCE OF 5 FEET
,�
I
CONCRETE SAND FROM ALL S/DES
OF THE LEACH/NG Af�F4. BACKF/
LL AS R2 U/RED GY/TH
„ CLEAN
4 O//•I. T. �/. �
Pvc
. 4 -D/A PVC T.1/. �
_4 0/A -PVC T.�/.- _ ....� _. .. _ - - -- �
• a (M/N. S=O.01J OUTLE? P/PE LA/D a, OR GYASHEO SAMO GRA1/EL pfd SAND F/LL MATER// -1L, Ff� 7E F1901W FINES, CLAY, ORGAN/C MATTER AND
(M/N. 5=0.02 � ..: LEVEL - M/N. 2 F/ I�N� .1 ASTM C-,3�3 LARGE BOULDERS. HAV/NG A PERCOZAT/ON RATE /N ITS OR/G/NAL L OCAT/ON
000000� ASTM C-33 SAND o AND AFTER PLACEMENT OF 2 M/NOTES PER /NCH OR FASTER F/LL SHALL BE
/ VERT ELEI! r " >5' ° PROP2RL Y PLACED cPc COMPACTED TO M/N/M/ZE SETTLEMENT.
19 " S=O.02 (/N� ENVIRO-SEPT/C P/PE o
o
o , , , o , r 4. HL 4VY MACH/VERY SHALL NOT BE PERM/772,0 TO PASS OVER THE LEACH/NG AREA.
„ ; o0000000c ooe00000000000000• ,o$oo 00 ,
/LAVER EV 4 . 58 SDE �L MP OisT. BOX, Uv`'� 00 0000000 000000a0000000000� 0 000000
VAT FOUNDAT/ON A 000 ASTM C-33 SAND,00000,o,o,o,o,o,0000 ° ,0,0,0,0 3 5. FOR PROPER PERFORMANCE SEPT/C TANK SHOULD BE INSPECTED AT I
0,0,0,0, o�o�0000-000�o�o�o�o�, o 0 0 o 0
EX/ST/NG
J
= CUT OFF TEE 50' LEAST ONCE A YEAR AND WISN THE TOTAL DEPTH OF SCUM AND SOL /OS EXCEEDS
5 c s
_ A ///J OF' THE L/QU/D DEPTH OF THE TAN/( THE SEP -71-0 TANK SHOULD BE PUMPED
1 " AB GY
a :° '•� • :.. ' . OVE FLO s=0.02 (M/NJ Ir°�� ✓v
L/NE. (U5UAL2 Y ONCE EVERY 2 OR 9 YFARSJ
EX/ST/NG
INV REO BOT. ELEV ESHIf/T /N!/. END B � 6. ANY COND/T/ONS ENCOUNTERED z2U11FINO CONSTRUCT/ON 01FF INC FROM THOSE
k
.5" PRECAST co/vcRE7E SEE PUMP 201. 18 200.68 197.68 201.18 201.18 SIIOWN HEREON SHALL BE REPORTED TO THE DES/GN ENG/NEEf� BEFORE
SEPT/C TANK 1000 GALs� DETA/L P/PES 1 THRU 6 CONSTRICT/ON CONT/NOES.
r� 7. THE SUBSURFACE S2GYAG2 DISPOSAL SYSTEM 514ZZ NOT BE BACKFILLED PR/OR
M/N. 3' O "ELEV REQU/RED BETGYEEN BOTTOM OF TO INSC71AND APPROVAL BY THE YARMOUTH BOARD OF HEALTH AND
,�,�• �� ��w� LEACH/NG' TRENCH AND MAX. G. GY. ELLv MARK S,INTORA PE, THE DES/GN ENG/NEEf?
/N!/Ef,'TS e °" a' d' 8. UND,2RGROUNO,, AS 1y222 AS OVERHEAD UT/L/TY DATA INDICATED, /S
I� PL 017TE-0 FROM V/S/BLE F122.0 L OCA TIONS AND AVAIZARZE RECORDS THE
SO/L ABSO1QPT/OV SYSZEA_ 11 /�/,�OF/L ' ��I 1�cLl LOCAT/O�/S ARE APPROX/MATE ONL Y AND VER/F/CAT/ON SHOULD BE MADE /N THE FIELD.
NO SCALE �i r7 9. TH/S PLAN /S INTENDED FOR THE SOLE PURPOSE OF SEPT/C SYSTEM INSTALLAT/ON
AND SHOULD NOT BE USED FOR ANY OTHER REASON.
GENERAL COMMONS SET FORTH BY 10. TOROGRAPH/C SURVEY CONDUCTED BY MSPS, INC
THE DEPARTMENT OF ENV/RONMENTAL PROTECT/ON p/�/ 10 31 20 6/S BASED UPON AN ASSUMED M P
V Q A BENCH MARK (B. M.,)
MERCURY SGY/TCHES ATTACHED TO 1. The foci/ity served by the System and the System itself shallbe open to 11 PR POSED CONSTRUCT/ON /S NOT SUB,/ECT TO THE GyETLANOS PROTECT/ON
TANK D/MENS/ONS 51A1PLEX PANEL 911711 AUO/O AND Q
5' X 8' X 5.5' VISUAL ALARA1 i17spection and sameling by the Deportment and the loco/ approving authority ACT. THE YARMOUTH CONSERVATION COMM/SS/ON MUST BE CONTACTED TO
ALARM SGY/TCH TO BE ARED TOA Board of Hea/th at a// reasonob/e times �• �,
- ° DETERMINE IF A NOTICE OF INTENT, F/L/NG /S REQU/RED.
4B' c2 B' MV118EP770 rAVV INSIDE 0/MENsioNs 4 - SEPARATE C/RCU/TJ ��T /N HOUSE
4.5' X 7.5' X 5' c� ��� 2. The Departme17t has not determined that the performance of the Presby 12. ALL KNOXIN AND PROPOSED GYAT2R SUPPLY GYITH/N 200 OF SYSTEM SHOGYN.
ZdrNW TAS A rANK aanfr , : 2" Pvc outlet Enviro-Septic System Wi/1 provide a /eve/ Of protection to pub1iC heo/th and safety ALL SYST MS !y/THIN 100' OF HIELL SHOIyN.
rNYmrAs BE7YCf/AlARK
M rNST& Z MVP MWaor 190. � 'V LEY£L 20' TO D eox and the environment that /s at /east equivalent to that of a server system. No
70 8E / 5MLED Ar X MORE " ( Presby Enviro-Septic system sho// be instal/ed, upgraded or expanded, /f /t /s 13. SE TIC TANK AND LEACHING FAC&117 TO BEA M/N. OF 25' FROM
TD PUA/P c�4AieEx LNLET rN�£- < - � " ` feasib/e to connect the foci/it to o sanito server, unless os o/%rued b 310 ALL SURFACE AND SUBSURFACE ORA/NS. i
.. 4 7 POMP OR EQUAL 9U" 1 �' O' �'
ory LEVEL -oma
PROPOSED 5 2" SCH 40 PVC DISCHARGE f CMR 15.004. W17&17 a sanitary server connection becomes feasib/e, the foci/ifv
D -BOX :, 1-1/2" SOL/D CAPAC/TY served by the Presby Enviro-Septic System shall be connected to the served 14 ALL YSTEM COMPONENTS SHALL BE MARKED BY MAGNET/C MARKING TAPE OR A
�' PUMP TO BE SET 6" FROM TANK within 60 days of such feasibility, and the Presb Enviro-Se tic s stem sha// be
�' p �' COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
1, = 252 451cALLONs BOTTOM abandoned in comp/ionce with 310 CMR 15.354, unless o /ater tine is o/%wed, /n
PROPOSED CLASS / SO/L REQU/RE > DOSES/DAY ALARM LEVEL ELEV 1.90' FROM BOTTOM E
>.JO VERT, /-7 = 1 DOSE writing, by the approving authority. /� / Q p
2 " FORCE MAIN !/GH LEVEL ON ELEV 1.80' FROM BOTTOM OL� /G/ V C/ l /T�/ I /A
WACHUSETT PRECAST TANK 4(OCOIY LEVEL OFF ELEV 0.50' FROM BOTTOM Conditions AQplicab/e to the System Owner I
APPROX �000 GALS. '�;
i 1 E OF ESTABL/Sh'MENT SINGLE FAM/L Y 6 BEDROOM HOUSE
1 The Presb En �o-Se tc S t d f IiA_ t t d d' / f
EXISTING �2% 45 BENDS ®5 EACH
�1� TEE ®14' EACH ���
SAS TOTAL TRANS1170NAL LOSSES= 19.0' OF �p \
EQU/VALENT LENGTH D �"�
HORIZONTAL LENGTH = 9'
OJ, o-1) 7 k 11, PROPOSED EQU/VALENT LENGTH = 19' f 9`_- 28'
Jr' LIMIT OF ` -V OOO GAL REFERENCE H ZEN IyrcL MS TR9NS/T/ONAL LOSSES
0 77: EXCA IIA TION TABLE 28.9
, _
K!F. CHL�V
. _.. PUMP, .CHAMBER .
C/V/L ENGINEERING HANDBOOK
4.04 PUMP CAL COLA TIONS
PROPOSED
TOC.
201:32 DIFFERENTAL VENT
NO SCALE
W/ CHARCOAL FILTER
0
y yr p r ys em rs approve or e rea men on rsposo o ,
sanitary sewage on/y. Any wastes that are non -sanitary sewage generated or used 2. D/GN FLOGY
of the foci/ity served by the Presby Enviro-SpetiC System sha// not be introduced 3 6 BEDROOMS AT110EOR�DAY= 660 GALLONS/OAY I
into the Presby Enviro-Spetic System and sho// be /awfu//y disposed.
3. SL T/C TANK SIZE 1500 GALLONS
2. The Presby Enviro-Septic System owner Shall of o// times proper/y operate and ADD/T/OVAL CA C17Y HAS BEEN PROV/DED `FOR GARBAGE O/SPOSAL
maintain the on-site sewage &5,0050/ system. The Presby Enviro-Spetic System
owner Shall hove the Presby Enviro-5,0&M7 System inspected annua//y by on 4. O S/GN PERCOLAT/ON RATE <2 M/NOTES//NCH
_..
Operator trained by the Company and Shall submit the results of that rnspectibn, - - --
on o techno%gy checklist, to the /oca/ approving authority.
5. LCH/NG AREA REQU/RED (BY T/TLE 5� 66%74 891.89 5'q. Ft.
3. The Presby Enviro-Septic System owner sho// furnish the Deportment of 6. L CH/NG AREA PROV/DED (BY DES/GNB ENVIRO-SEPIF/SLD
Environmental Protection any information that the 0e00r?m&171 of Environmental _NVRO-SEPT/C PRODUCT ALLOWS 409 REOUCT/ON PER DEP REOULAT/ONS FROW CONVENT/ONAL
Protection requests regarding the operation and performance of the System,
SZ
SYSTEM BUT SYSTEM MAY NOT BE SMALLER THEN 4005. F.
within 21 days of the date of receipt of that request.
891. 9 X 0.60 = 55.13 S.F. REQU/RED (400 SF. Minimum Required
TO BE 10' ABOVE LOW 4 No Presby Enviro-Septic System owner shall authorize or a//ow the insto/%tion of i
EX/'STN VENT ELEV the Presby Enviro-Septic System other than by o person trained by the Company 11 ' MOE X 50' LONG = 550 S.F. W171 6 P/PES ENVIRO-SEPT/C P/PE 2' CNT TO CNT
1 000 G HEAD CAPACITY CURVE to rhsta// the System J
MODELS 292/4292/293%4293/294/4294/295/4295
.SEPTI ANi�� 5. Prior to the issuance of o Certificate of Comp/ionce for the System, the Presby TOTAL LEACH/NG AREA 550 FEET�2
- V 24
i
uon� 292/42921 293/4293 4J42s4 2ss/429s:' Enviro-Septic System owner sho// record and/or register /n the appropriate
`e` '"'"' °" "'�' " ' r°` �'°" 0$.L ' Registry Of Deeds and/or Lond Registration Office, a Notice disc%sing both the
20- S . ib 140 530 -- -- 198 742 214 410
.` ��•�� OF �ASs9 10 3.1 124 489 __ __ 181 M ,gg 757 existence of the alternative septic Presby Enviro-Septic System subject to this
09
TODD c's' 60 15 4.5 108 4 118 447' 165 823 184 696
P 20 6.1 91 344 108 489 150 568 168 838 A,0,040110/ on the property and the OeoartM&17t Of Environmental Protection 's i
q Q 18 - 25 7.6 7.5 284 9 136 1515 154 5" .
O / V CHAPIN50- 30 9.1 56 212 82 .316 '131 466 1,8 sw approval of the System if the property subject to the Notice is unregistered LEGEND
% , `'-' 40 12.2 10 36 ,8 162 94 356 115 435 /and, the Notice shall be margino//y referenced on the owner's deed . to the
I 6 #./ 6B O O No. 37558 12 _;° 9 C ISf1CS 50 - - - - i6 220 89 337
O •o �, 70 w4 - 13 49 59 273 . property. !y'thin 30 days of recording and/or registering the Notice, the Presby 1. EX/ST/NG CONTOURS 3. PERCOLAT/ON TEST LOCAT/ON
�q0_SS1k Q s 35 «k Vat 42R c12." 5�1 1522mi s� (16.9m} > c2Enviro-Septic System owner shall submit the fol%wing to the Department of
s��RVE'�o 6
LOT 4C 0 , 0 20TP' I E17Vironme17ta/ Protection and the /oco/ approving authority. a certified
•9. Registry copy of the Notice bearing the book and pageInstrument number
6
, 500 S. F. 4 . 293x4293 and/or document number,• and Vii) if the property is unregistered /and, a Registry 2 PROPOSED CONTOURS 4. TEST P/T L OCAT/ON
C n 10
� EXISTING �
DRIVEWAY
� EX/ST/N
DR/I/EI�A
c� 5
65.00'
WOHW OHW
GARI�INT_R
'7E
LOCKS N. T. S
(PUSL/C, PAVED)
> copy of the owners deed to the property, bearingq T176 marginal reference.
292/4292 .29414294: 295x4295 -
zo '° 6° 80 120 "°240 Conditions App/icab/e to /nsta//ers of the Svstem
{ 240 32° 19LO 410 560 60 720 am 680 MARK S�41V T ®R,4 P.E. INC,
CONSTRUCT/ON NOTES. 20368 1 Each /17810/%r sha// instal/ the Presby Enviro-Septic System in accordance with
>r Presb Environmental Inc. 1x0117117 on the installation of the Presby Enviro-Se tic
1. CONSTRUCT/ON OF IMPERVIOUS BARRIER SHALL BE y 9 �' P V
SUPERS/SED BY DES/GN ENG/NEER. THE B.O.H. AN sEPnc srsr� System and the conditions of this Certifrcatior7 I Civil & Environmental Engineering -- P
DESIGN ENGINEER SHALL BE NOTIFIED PR/OR G3 CSS C5 (sem O M I DD
TO BACKFILL IN AN INSPECT/ON `• "� h 2. No /nsta/ler sha// instal/ the Presby Enviro-Septic System unless the /nsto/%r has PO B o X 539
BREAKOUT BARRIER JO/NTS TO BE OVERLAPPED s• m been trained by the Presby Envri-onmento/ Inc. on 117810/%tion of the Presby Grafton, MA 01519 D E C Y 1 2006
A MINIMUM OF 6" AND SEALED WITH AN APPROVED Enviro-Se tic S stem or the rnsta//011017 /s overseen b a Presb Environmento/ Phone 508 839-5113
ADHESIVE TO MAINTAIN A WATER TIGHT BARRIER. p y y y HEALTH DEPT.
:_': -� �:• Inc. represe17tative(s� 'i
J. AN AS -BUILT PLAN SHALL BE PREPARED ANDA 9W200.50
6' LQ44/ ANO SEID
CERTIFIED BY THE DESIGN ENG/NEER THAT THE c,�, o - 3. /nsto/%rs sha// comp/ete the Presby Enviro-Sept/c System /nsta//abOR Form and
IMPERVIOUS BARRIER WAS INSTALLED ACCORD/NG r 0"V 6M;R Mix forward a copy to the Presby Environmental Inc. and the local approving authority. /�/ /
TO APPROVED PLANS AND MASS DEP DL/NES. Q :: ffi SL7liY,4 GL`� D/SPOSAL A/ V D
\' . ° 'a 4. The Presby Enviro-Septic System installer sho// provide the Presby Enviro-Septic T/QEAI71 z�/ V T SY T
,STONE ` : _ System OWher a17d the /oca/ approving authority 'Board of Hea/th " and Design S �� >�
''''' ="`v = ` En ineer with a bi// of /adin certif 117 that the sand fr%/ meets ASTM 0-33 or o
BND/FND ,Uo qR,� --. , ._ ` ': 9 9 y 9 ; //VST,�IL L,4T/O/V
(,�cQ an`' ®'� �0`I Sieve Analysis certifying the sand fi%/ meets ASTM C-33.
V PM;f&IS MWFR,RA[RNG ' z'
/MPEf�I//OUS SA/�i ?1Eft 111AZ L DETA/L'
NO SCALE
.�h REQU/RED PROV/DED
BOYANCY CALCULATIONS:
DRIVING FORCE BOYANCY
RESISTING FORCE
OVERBURDEN & TANK
FRICTION ERIC TION
WEIGHT OF 1000 GAL.
GPM STATIC
HEAD
HEAD
_
TDH
WEIGHT=j 270FT^3x62.4 LBS/FT^3
VOLUME OF COVER =
100
28.0
FROM EX/ST/NG
0
13.2
0.00
0.00
13.20
10
13.2
0.24
.0.07
13.27
20
13.2
0.86
0.24;
13.44
30
13.2
' 1;80
0,50,-
- 1J. 70
40
13.2
3. 10
0.87
14.07
50
13.2
4.65
1.30
14.50
60
13.2
6.53
1.83
15.03
70
13.2
8.64
2.42
15.62
80
13.2
11.10
J. 11
16.31
90
13.2
13.80
3.86
17.06
y yr p r ys em rs approve or e rea men on rsposo o ,
sanitary sewage on/y. Any wastes that are non -sanitary sewage generated or used 2. D/GN FLOGY
of the foci/ity served by the Presby Enviro-SpetiC System sha// not be introduced 3 6 BEDROOMS AT110EOR�DAY= 660 GALLONS/OAY I
into the Presby Enviro-Spetic System and sho// be /awfu//y disposed.
3. SL T/C TANK SIZE 1500 GALLONS
2. The Presby Enviro-Septic System owner Shall of o// times proper/y operate and ADD/T/OVAL CA C17Y HAS BEEN PROV/DED `FOR GARBAGE O/SPOSAL
maintain the on-site sewage &5,0050/ system. The Presby Enviro-Spetic System
owner Shall hove the Presby Enviro-5,0&M7 System inspected annua//y by on 4. O S/GN PERCOLAT/ON RATE <2 M/NOTES//NCH
_..
Operator trained by the Company and Shall submit the results of that rnspectibn, - - --
on o techno%gy checklist, to the /oca/ approving authority.
5. LCH/NG AREA REQU/RED (BY T/TLE 5� 66%74 891.89 5'q. Ft.
3. The Presby Enviro-Septic System owner sho// furnish the Deportment of 6. L CH/NG AREA PROV/DED (BY DES/GNB ENVIRO-SEPIF/SLD
Environmental Protection any information that the 0e00r?m&171 of Environmental _NVRO-SEPT/C PRODUCT ALLOWS 409 REOUCT/ON PER DEP REOULAT/ONS FROW CONVENT/ONAL
Protection requests regarding the operation and performance of the System,
SZ
SYSTEM BUT SYSTEM MAY NOT BE SMALLER THEN 4005. F.
within 21 days of the date of receipt of that request.
891. 9 X 0.60 = 55.13 S.F. REQU/RED (400 SF. Minimum Required
TO BE 10' ABOVE LOW 4 No Presby Enviro-Septic System owner shall authorize or a//ow the insto/%tion of i
EX/'STN VENT ELEV the Presby Enviro-Septic System other than by o person trained by the Company 11 ' MOE X 50' LONG = 550 S.F. W171 6 P/PES ENVIRO-SEPT/C P/PE 2' CNT TO CNT
1 000 G HEAD CAPACITY CURVE to rhsta// the System J
MODELS 292/4292/293%4293/294/4294/295/4295
.SEPTI ANi�� 5. Prior to the issuance of o Certificate of Comp/ionce for the System, the Presby TOTAL LEACH/NG AREA 550 FEET�2
- V 24
i
uon� 292/42921 293/4293 4J42s4 2ss/429s:' Enviro-Septic System owner sho// record and/or register /n the appropriate
`e` '"'"' °" "'�' " ' r°` �'°" 0$.L ' Registry Of Deeds and/or Lond Registration Office, a Notice disc%sing both the
20- S . ib 140 530 -- -- 198 742 214 410
.` ��•�� OF �ASs9 10 3.1 124 489 __ __ 181 M ,gg 757 existence of the alternative septic Presby Enviro-Septic System subject to this
09
TODD c's' 60 15 4.5 108 4 118 447' 165 823 184 696
P 20 6.1 91 344 108 489 150 568 168 838 A,0,040110/ on the property and the OeoartM&17t Of Environmental Protection 's i
q Q 18 - 25 7.6 7.5 284 9 136 1515 154 5" .
O / V CHAPIN50- 30 9.1 56 212 82 .316 '131 466 1,8 sw approval of the System if the property subject to the Notice is unregistered LEGEND
% , `'-' 40 12.2 10 36 ,8 162 94 356 115 435 /and, the Notice shall be margino//y referenced on the owner's deed . to the
I 6 #./ 6B O O No. 37558 12 _;° 9 C ISf1CS 50 - - - - i6 220 89 337
O •o �, 70 w4 - 13 49 59 273 . property. !y'thin 30 days of recording and/or registering the Notice, the Presby 1. EX/ST/NG CONTOURS 3. PERCOLAT/ON TEST LOCAT/ON
�q0_SS1k Q s 35 «k Vat 42R c12." 5�1 1522mi s� (16.9m} > c2Enviro-Septic System owner shall submit the fol%wing to the Department of
s��RVE'�o 6
LOT 4C 0 , 0 20TP' I E17Vironme17ta/ Protection and the /oco/ approving authority. a certified
•9. Registry copy of the Notice bearing the book and pageInstrument number
6
, 500 S. F. 4 . 293x4293 and/or document number,• and Vii) if the property is unregistered /and, a Registry 2 PROPOSED CONTOURS 4. TEST P/T L OCAT/ON
C n 10
� EXISTING �
DRIVEWAY
� EX/ST/N
DR/I/EI�A
c� 5
65.00'
WOHW OHW
GARI�INT_R
'7E
LOCKS N. T. S
(PUSL/C, PAVED)
> copy of the owners deed to the property, bearingq T176 marginal reference.
292/4292 .29414294: 295x4295 -
zo '° 6° 80 120 "°240 Conditions App/icab/e to /nsta//ers of the Svstem
{ 240 32° 19LO 410 560 60 720 am 680 MARK S�41V T ®R,4 P.E. INC,
CONSTRUCT/ON NOTES. 20368 1 Each /17810/%r sha// instal/ the Presby Enviro-Septic System in accordance with
>r Presb Environmental Inc. 1x0117117 on the installation of the Presby Enviro-Se tic
1. CONSTRUCT/ON OF IMPERVIOUS BARRIER SHALL BE y 9 �' P V
SUPERS/SED BY DES/GN ENG/NEER. THE B.O.H. AN sEPnc srsr� System and the conditions of this Certifrcatior7 I Civil & Environmental Engineering -- P
DESIGN ENGINEER SHALL BE NOTIFIED PR/OR G3 CSS C5 (sem O M I DD
TO BACKFILL IN AN INSPECT/ON `• "� h 2. No /nsta/ler sha// instal/ the Presby Enviro-Septic System unless the /nsto/%r has PO B o X 539
BREAKOUT BARRIER JO/NTS TO BE OVERLAPPED s• m been trained by the Presby Envri-onmento/ Inc. on 117810/%tion of the Presby Grafton, MA 01519 D E C Y 1 2006
A MINIMUM OF 6" AND SEALED WITH AN APPROVED Enviro-Se tic S stem or the rnsta//011017 /s overseen b a Presb Environmento/ Phone 508 839-5113
ADHESIVE TO MAINTAIN A WATER TIGHT BARRIER. p y y y HEALTH DEPT.
:_': -� �:• Inc. represe17tative(s� 'i
J. AN AS -BUILT PLAN SHALL BE PREPARED ANDA 9W200.50
6' LQ44/ ANO SEID
CERTIFIED BY THE DESIGN ENG/NEER THAT THE c,�, o - 3. /nsto/%rs sha// comp/ete the Presby Enviro-Sept/c System /nsta//abOR Form and
IMPERVIOUS BARRIER WAS INSTALLED ACCORD/NG r 0"V 6M;R Mix forward a copy to the Presby Environmental Inc. and the local approving authority. /�/ /
TO APPROVED PLANS AND MASS DEP DL/NES. Q :: ffi SL7liY,4 GL`� D/SPOSAL A/ V D
\' . ° 'a 4. The Presby Enviro-Septic System installer sho// provide the Presby Enviro-Septic T/QEAI71 z�/ V T SY T
,STONE ` : _ System OWher a17d the /oca/ approving authority 'Board of Hea/th " and Design S �� >�
''''' ="`v = ` En ineer with a bi// of /adin certif 117 that the sand fr%/ meets ASTM 0-33 or o
BND/FND ,Uo qR,� --. , ._ ` ': 9 9 y 9 ; //VST,�IL L,4T/O/V
(,�cQ an`' ®'� �0`I Sieve Analysis certifying the sand fi%/ meets ASTM C-33.
V PM;f&IS MWFR,RA[RNG ' z'
/MPEf�I//OUS SA/�i ?1Eft 111AZ L DETA/L'
NO SCALE
.�h REQU/RED PROV/DED
BOYANCY CALCULATIONS:
DRIVING FORCE BOYANCY
RESISTING FORCE
OVERBURDEN & TANK
4 44 , 1
WEIGHT OF 1000 GAL.
= WEIGtlT OF WATER DISPLACED BY
TANK + WEIGHT OF COVER
1000 GAL. TANK 5'x6'x9'= 270FT^3
MATERIAL
TANK= 12,500 LBS
WEIGHT=j 270FT^3x62.4 LBS/FT^3
VOLUME OF COVER =
_1
WT_ LBS
9'x 5'x 3'=135 FT^3
FROM EX/ST/NG
WEIGHT OF COVER =
135FT"3 x 110LBS /FT^3
FACTOR SOF SAFETY =
RESISTING FORCE/DRIVING FORCE.
=14,850
RESISTING FORCE=14,850+
=27,350 LBS/16,848 LBS= 1.6=F.S
12,500LBS= 27,350 LBS
TANK
4 44 , 1
OFFSET FROM
10'
( L%OCAL UPGRADE
PROPERTY L/NE
SCALE.• 1 "10
I
TANK OFFSET
MMS
4 04 ,
FROM EX/ST/NG
/0A
(LOCAL UPGRADE
HOUSE
BOTTOM OF
4' OFFSET
go
SAS TO
///a// GbY
FROM GGY
(DEP APPROVAL)
SAS 70
7 41 '
PROPERTY
10'
(LOCAL UPGRADE%
L/NE OFFSET
SAS TO
20
10.77'
CRAGYL SPACE
(2OCAL UPGRADE
TOP V/EW SIDE VIEW END VIEW
ENR/0-SEP7IC LEVEL
P/PE 0 Q Nr PVC BEND
4" PVC PIPE
ARX 4" l OFFSET ADAPTER
4• PY>;
OFFSET ADAP/TER
P/P
9O°PVC BEND
STANDARD RZTURN OETA/L
N. TS
j
DES/GNED BY.• MMS
OR14WN BY.•
dA,9
DATE
11/9/06
SCALE.• 1 "10
I
CHECKED BY.•
MMS
SHEET
1 OF 1
L OCA 71-0N.
16 GARDINER A
SL� PT/C 5rSTz//_V DZ-S/GN FOR -
1
40 000000 0�
�2�1//S/ONS.• '�
4'
l
NE.
YARMOUTH MA
CZ Y _RV0 7 T