HomeMy WebLinkAbout0068 RIVER ROAD - Health 68 River Road
Marstons Mills'':,
A = 078-1101700-L
-- --- - -----------------
TQWN B STABLE
LOCATION Lf r SEWAGE #2Dv
VILLAGE i ASSE SSOR'S & LO. d I
L¢�1STALLER'S N rC
P ONE NOSEP TC /- ®
LEACHING FACILITY: (type) T rew-h (size)G' 1 92 .
NO. OF BEDROOMS. �i
I F
BUILDER OR OWNER E —) M 1 Frl d na- �L D .�+ L�b'l� `}jv .eF
PERMTTDATE: " 0 2— COMPLIANCE DATE: X -ULf
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
i 9
4/f 2 3
No. 2-002— /7 Fee-
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y.i/
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
01pprication for Miopogaf *potem Cow5truction Verna
Application for a Permit to Construct(!/)Repair( )Upgrade( )Abandon( ) 0 Complete System ❑Individual Components
191
Location Address or Lot No. (IR i e'' '� "'r Owner's Name,Address and Tel.�1o. 40 g
Maws-roves M011, a-.A (eGbtr C.a
.n�ct� Of�. �:.�."t"�1 l�'t,K.'��1X4� f .7'C.
Assessor's Map/Parcel�'11 t t4 I Z iR a9 _
►M -S7oi s van;i)s M A. _
In,pstaller's Name,Address,and Tel.N Designer's Name,Address and Tel.No. S •- 5 U O—RWO
6evi I-cgt-c-, 8 S S Pest*5'"1
Po, �3o'c b29 roneS ,I e,IV\A o26 4 w i6y kui hey;,, Zee &gTes 6a lmou` g
Type of Building: `�
Dwelling No.of Bedrooms > Lot Size �i �0�sq. ft. Garbage Grinder(W�
Other Type of Building S FN4 No. of Persons Showers Cafeteria
YP g ( ) ( )
Other Fixtures
Design Flow 0 gallons per day. Calculated daily flow 34 J gallons.
Plan Date _ `_0ej_ Number of sheets Revision Date
Title Pfoi ®Me) - Pfgeo5e,� M61(4se 5ewc4eie, D%sPe s,Il S,4.Sreen
Size of Septic Tank 1 S -0O iloo S Type of S.A.S. -r; ec,7c h y2 `- heep
a o/
Description of Soil 0 I o// Set J11 eocty\ A. 1 c 2 y -duv✓� ,
2y~ /OF", e./l. Seivl 6rctvel C
A/e WQ4 i e✓ 10,2
qg-
Nature of Repairs or Alterations(Answer when applicable) ��"/ ��✓,S!rtitCTj Ott
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of a Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this ar of Health..
Signed "� Date � << J
Application Approved by Date F—2- -0 Z
Application Disapproved for the following reasons
Permit No. Zb O2- 37-7 Date Issued 2-1-0 2
00 Z 3 / Fee 149U
No.
THE COMMONWEALTH OF MASSACHUSETTS Entere in computer: V_ t�
Yes
PUBLIC HEALTH DIVISION- TOWN OF..,BARNSTABLE, MASSACHUSETTS
01pprtcation for Migogar *pgtem Congtruction Permit
Application for a Permit to Construct -Repair( )Upgrade( )Abandon( ) LVJ Complete System ❑Individual Components F
Location Address or Lot No. 6 R e" i 1 s �'T Owner's Name,Address and Tel.No. r, /`?
Ma.s7onS C-d; 4 Rob,-7 Cast
Assessor's Map/Parcel��11P'V 0..78��'" ".l 01�•oo l '7 2,
W�a/ 70,1 {M 115 MA.
Installer's Name,Address,and Tel.No. r�O 8 9 91 Designer's Name,Address and Tel.No. S 08
R.s. Ge-VI ►0%Cf(AC. I i3ss pest-kn
Po. 80,t C2$ Fore 57d'Je/fy\A 02 4 y t AP 661res fO, FC4 mou �
Type of Building: "r
Dwelling No.of Bedrooms Lot Size I i GI oO sq.ft. Garbage Grinder(w�
Other " Type of Building S F f t No.of Persons Showers( ) Cafeteria(
Other Fixtures n /j
Design Flow � �Q gallons per day. Calculated daily flow J y 0, gallons.
Plan Date y`0`1- Number of sheets 2- Revision Date
Title NT Plc4o - ProeoSej Nouse SA-sar r-ece- Sewu!�ge 0150oSu) 5N5TPv✓1
Size of Septic Tank 1 So0 ctIlo✓I Type of S.A.S. ye✓7c h
Description of Soil O-iD", $p n � t oat w\ A, O-` y �-op,,,.. Q, +�
°Zy— lo$�� thenJ, 5etnd 4 l rcnvel Cps n �-
Nd WrA I P✓ � r AtAen%P/P / l d 1 qS
Nature of Repairs or Alterations(Answer when applicable) Ni'"� �Os7�%v�tCTl D✓7
v
Date1ast inspected: .
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Titles of Xe Environmental Code and not tolplace the system in operation until a Certifi-
cate of Compliance has been issued by this ar of Health. ,
Signed Date
Application Approved by Date Z
Application Disapproved for the following reasons
' Permit No. 02- 3'17 Date Issued $-2_1-d 2
--------------------------------------
y• � t
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired( )Upgraded( )
Abandoned( )by
at 0 i v e ►'\G l-sTo✓+5 M I 1 S , AAA has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ZO D Z- 377 dated
Installer R 3�. Ae_v,1at c cA Designer Q 15 IO S, on
The issuance of this permit shall not be construed as a guarantee that the s wl nctton �iesi ed.
Date 3-"� � Inspector
VIP No CO w Fee �+ t
t iTHE COMMONWEALTH OF MASSACHUSETTS
f �
PUBLIC HEALTHDIVISION - BARNSTABLE, MASSACHUSETTS
1=igpoga1 *pgtem Congtructton Permit
Permission is hereby grantecL to Construct Repair( )Upgrade( )Abandon( )System located at RoaA N\w r S%ol) S rA;jjS M 4
f r�
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
t
Provided: Construction must be completed within three years of the date of this pe t.
Date: - 2 F - °Z Approved by
T WN B STABLE
LOCATION . SEWAGE #
i
VILLAGE AS ESSOR'S & LO j d
liJSTALLER'S
� N ONNO
SE� / fig O
IY: (type) (size !d x 21 XLEACHINGFAC I l
'
NO. OF BEDROOMS �\
BUILDER OR OWNERM�
PERMTTDATE: 9-29 " O COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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D i -- — a• 't I clfl ram"'~=----- D, b - u ` .60 I _ - _ 0
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24.0� ""' 14 n• --_ -'1' Preliminary plans and layouts by D.C.D.are for the use o1 tne.r customers only.Any of nee use is str.clly Pronf Bite
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BENCHMARK: TOP OF CONCRETE BOUND, EL. 58.9
BSS
� . � DESIGN
I Z CB IP FND
a
M; 58.56 x 56.71 56
/ LAND SURVEYING
EXISTING COMMON DRIVEWAY EASEMENT CIVIL ENGINEERING
vo Q = /h LANDSCAPE ARCHITECTURE
o Q / W W W w W W W w
,n a O W 40 )IdANHOLE _T BSS Design, Incorporated
Q N I 164 Katharine Lee Bates Rd
`o Qf W N48'O1'S8"E 213.40' !Lj� / 2.7 W X 2' DEE Falmouth Massachusetts 02540
v n / 508.540.8805 FAX 508.548.8313
W W _ 1" PE WATER W p W L/ X 66' L (T*V O 33)v' as 8. o /G SERVICE-M. \ N LEACHING TRENCH oo C
b c ^� _
3 O
_ NV I 4a
'�N^,Io STOP x 55.o —� S48ro2'5o"W 98.72' Q. \
,nO > W U 1' CU Q.
� X.
LJ
RE
W � ti6 4., h`O SS 39.6'; �" (n
N Z ib' PORCH TP#Z O
t..L 8.04
opopo _ LOT 1 0! x 55.06 _
a00 i, I-
3WO
s
SEPTIC TANK LLJw LtJ/ DPROPOSM B N W >_15.2 / THREE BEDROOM 5.'S�8 o (n (n _
NOTES: HOU-%r 12' 0 o LOT 4 0 0
1. LOT No. 2 RIVER ROAD F.F. ECEV: 57.8 Ili 0
o Q Q
(n
2. ASSESSORS No. PENDING `O / 24' m "w O U)
CEDAR `� "W 25 (n Q
3. ZONING DISTRICT: VILLAGE BUSINESS A U .TM o E "x ss.>> DECK Q., w LLJ o
4. FLOOD ZONE: ZONE C a (n
5. SPOT GRADE ELEVATIONS ARE BASED ON 8 W 0 of J
TOWN TOPO MAPS, BENCHMARK; -
E TOP OF CONC. BOUND, ELEVATION 58.9
\ 13' Q Q Z w
6. ALL DISTURBED AREAS SHALL BE RESTORED w »' U_ > (n
CD �9G, WITH 6" OF LOAM AND GRASS SEED. °' LOT 2 z
O
o �' o I--
Cu �F 7. EXISTING OVERHEAD WIRES & POLES TO BE 55.09 m `` J
TC RELOCATED UNDERGROUND (ALONG WILL ALL S4 11 900 _ �-- � U)
OTHER PROPOSED UTILITIES). THE LOCATIONS x sa.a9
0 93.32' 6 J w Q ~p Q
OF ALL ELECTRICAL UTILITIES TO BE DETERMINED N48'01'58'E z BY NSTAR CORPORATION. Q oD:_ = J
�' -- 8. CONTRACTOR SHALL NOTIFY DIG-SAFE 72 HOURS i
scole
Lo V , PRIOR TO ANY EXCAVATION. { LOT 3 (8% E i„=2E4, 2
VELLS W dote
o , LEGEND: AUG. 02
ZONE AP
m : p� 1 x 54.59 EXISTING SPOT GRADE 'CN4 drown
�,� -- _�s GRAPHIC SCALE ' LMP/TJB
.: - :.- < mar PROPOSED SPOT GRADE � �D
checked
MAIN 2� so
PROPERTY LINE 20 0 +0 20 40 A R
CC � cus :::- ce■ CONCRETE BOUND 9 job
number
w NV FFr 7P IS- y PB-40
> TEST PIT ( IN ) ror�+
, title
CC / IL OHw EXISTING OVERHEAD WIRES i inch = 20 it" SITE PLAN
z ON ROU 28 1 G EXISTING GAS SERVICE IONS 1 OF number
a W EXISTING WATER MAIN REVISIONS drow{ng
o EXISTING UTILITY POLE 8/16/02 CHANGED HOUSE FOOTPRINT TJB 2057
LOCUS MAP `�
o
k
tI
BSS..
FFEL 57.8 DESIGN
55.8t 55.6t 55.5t minimum 2% slope
55.8 max. 55.1 min.
FOUNDATION CONCRETE CONCRETE RISERS REQUIRED LAND SURVEYING
NG
BY OTHERS COVERS 54.2 TO BRING COVERS WITHIN 6" LANDSCAPE ARCIVIL CHITECTURE
�4 OF FINISH GRADE CLEAN BACKFILL 04
1 " Per foot 3/4" - 1 1/2"
3� 53.4 iv 2"(1/8"-1/2")peastone WASHED STONE
1/4" per foot min. 1 s=0.005 0.5% pipe slope
LIQUID LEVEL 6" .•. 53.1
f• N •• •• BSS Design. Incorporated
10� 14" 0 : • • :• ••• •• •• • :j c..• `s• 184 Katharine Lee Bates Rd
53.29 53.05 : . • ,..•.•• �•.
BASEMENT FLOOR 3" 4 52.71 . • ••. ; :r. t• •.. .•::;,: �.% . ,. ,. .•. .,• 52.37
,a, :•.► :•s. �, �, • .rl ��:. �• Falmouth Massachusetts 02540
'M . :• •. :.. ••♦ • • . • . •:a• .as •�.
GB 52.80 i ' •;�.•• .:�•a•: :. .., .as t.,,,n•.••i •.+ •i s,..:.?.: 508.540.8805 FAX 508 548.8313
52.54
• 50.37
24" OF STONE BELOW PIPE
12' -I 10'-6" I 3' 18" 33' W
V)
SEPTIC TANK DISTRIBUTION BOX �' DEEP LEACH TRENCHES E O
<;_�_'
USE 1.500 GALLON AASHTO - H10 3 HOLE AASHTO - H10 TWO TRENCHES (4" DIA. SCHED. 40 to
PRECAST SEPTIC TANK PERFORATED PVC PIPE) 2.7' WIDE.
33 LONG & 2 OF WASHED STONE BELOW. w LIJ
BOTTOM AREA = 87.75 SF (EACH TRENCH) N
- '' �,': SUBSURFACE SEWAGE DISPOSAL SYSTEM HIGH G"°- WATER ELEV. (W N =
E-6 ABN NOT ENCOUNTERED 0 U
Q
NOT TO SCALEIL No <
01
0 IZ In
L - DESIGN CRITERIA TEST HOLE DATA a w w o �_
Q
NUMBER OF BEDROOMS 3 brm design N RATE _ <2 min inch * 3 0 0
DESIGN FLOW 110 gpd/brm PERCOLATIO / _ _J
ru TOTAL DAILY FLOW 330 gpd TAKEN BY: Lawrence M. Perry Z w W
GENERAL NOTES WITNESSED BY: David, Barnstable Health Dept. Q a z
-EiCALCULATIONS DATE: July 31, 2002 of o 0 O
1. All system components shall be installed in accordance P# 10295 112-
N with the State Environmental Code Title V. Minimum • 24 gallons d5 mins. TH#3o ® 44"-62" (in Sand) m 0
SEPTIC TANK: g �' � W N In
C; Requirements for the Subsurface Disposal of Sanitary Qir
Sewage, and any local rules which may be applicable DESIGN FOR USE WITHOUT GARBAGE GRINDER SOIL LOG SOIL LOG J Z Q Q
2. The Barnstable Health Dept. must be notified 330 gal/day x 2007. 660 gal/day TEST HOLE #7 TEST HOLE #8 �- Q a.W _ _i
when the system is installed, and prior to backfilling 1,500 gal TANK MINIMUM REQUIRED
"° 1 500 al H10 SEPTIC TANK PROVIDED EL 55.1 0 EL 55.2 0
•� for inspection. � g q SANDY LOAM A SANDY LOAM scale j
cn 3. The stone around the leaching pipe shall consist of washed EL 54.3 10 EL 54.6 7" NOT TO SCALE
a stone ranging from 3/4 to 1-1/2 inches in size and be free SOIL ABSORRPTION SYSTEM: B LOAM B LOAM
EL 53.1 24" EL 53.4 22" dote
3 of iron, fines, and dust in place. The stone shall be covered TWO LEACHING TRENCHES; TWO PIPES, EACH AUG. 14, 2002
with at least a 2 inch layer of washed stone ranging from 33' LONG W SCHED. 40 PERFORATED PVC. C SAND C M. SAND
N 1/8 to 1/2 inch in size, and be free of iron, fines, and dust. / M.& GRAVEL & GRAVEL drown
UJ in place. 2.7' WIDE & 2' DEEP (DOUBLE-WASHED STONE). LMP/JER
4. The grade above and adjacent to the leaching facility shall slope LEACHING AREA PROVIDED: STATE TITLE V checked
Q at least 2% to prevent accumulation of surface water. I �
cc 5. Sewer pipe shall be 4" diameter schedule 40 PVC or equal SIDEWALL AREA: 2 (2(2.7'+ 33')x 2'DP) =285.6 sf job number
LU
at 1/4 per foot (2%) slope to tank. 285.6 sf x 0.74 gal/sf/day = 211.3 gal/day 2057
�%, BOTTOM AREA: 2(2.7'x '33')x 0.74 gal/sf/day title
LO
= 131.86 gal/day SSDS DETAILS
3 2OF2
Q TOTAL LEACHING CAPACITY = 343.2 gpd drawing number
DRY DRY
EL 46.1 108" EL 45.9 112" P8-40
i
BENCHMARK: TOP OF CONCRETE BOUND. EL 58.9 4 13SS
I / D E S I G N
Z 5 CB IP FND
Q
g 58.5656 x 56.71 IJ
J
LAND SURVEYING
Io 3 h(b / EXISTING COMMON DRIVEWAY EASEMENT CIVIL ENGINEERINGLANDS ARCHITECTURE
�J /
o Q w _ � W W w w W W W W
' SC 54.9
CL .40 J NCH BSS Design, Incorporated
O 164 Katharine Lee Bates Rd
2 N48'01'58"E 213.40' J Falmouth Massachusetts 02540
/ / 2.7 W X 2 DE 508,540.8805 FAX 508.548,8313
to ai a W W -,.._ 1 PE WATER W p L/ X 66 L (TW('J O 33)
c „' a s 0 ^ �• \SERVICE Q. W N LEACHING TRENCH ao C \ \
oVi
, "' Cl)R STOP w x 5s.o S48'02'50"W 98.72' o A
tn. Lu � X. W
W tn No �6 ��
�1/ Z PORCH
IP 7
Ly &0a
JAPMA1" LOT 1 ^ x 55.06 = I�—
/ F—
S " _ .Ij 56. o SEPTJC TANK' s w LtJ
APLES / PROPOSED DB W V
15.2' / 1HREE BEDROOM/ 8 U)
NOTES: W H0UW 12� o ° o LOT 4 Q 0
F.F. ELEV. 57.8 � O Q
1. LOT No. 2 RIVER ROAD �-- N s
rn
O N
w / 24 r,w O N V)
2. ASSESSORS No. PENDING cEOAR r) Hw
3. ZONING DISTRICT. VILLAGE BUSINESS A 6 N w DECK a
x 55.11 1.1. w W
��� 4. FLOOD ZONE: ZONE C u ,Y oLE p
a Q Vj
5. SPOT GRADE ELEVATIONS ARE BASED ON \ \8 N J
�- TOWN TOPO MAPS. BENCHMARK; \ _ —
TOP OF CONC. BOUND. ELEVATION 58.9 \ f3 Z
6. ALL DISTURBED AREAS SHALL BE RESTORED \ \ II' z > U)
�9G, WITH 6" OF LOAM AND GRASS SEED. LOT 2 \
o�
V) LL.
Cu �F 7. EXISTING OVERHEAD WIRES & POLES TO BE 55.09 m J
�C RELOCATED UNDERGROUND (ALONG WILL ALL SQ 11 , 900 �-- W N �,
OTHER PROPOSED UTILITIES). THE LOCATIONS x s4.49 93.32' 8. O N a F— Of
OF ALL ELECTRICAL UTILITIES TO BE DETERMINED —j o W Q O Q
Q � N 48'01 58"E � ZQ a = J �
BY NSTAR CORPORATION.
8. CONTRACTOR SHALL NOTIFY DIG—SAFE 72 HOURS LOT 3 scale
CD V61 PRIOR TO ANY EXCAVATION. (8- P E
1"=20'
a LOVELLS 1 - W" \ dote
LEGEND:
`'- ZONE AP-- � 1 AUG. 4, 2
G
�p
m ' ........ -- x 54.59 EXISTING SPOT GRADE OF� drawn
�
w =.�'8 = �s =c < 1 55►8x PROPOSED SPOT GRADE j GRAPHIC SCALE '' LMP/TJB
=::.:.q:_: y checked
PROPERTY LINE 20 0 10 20 40 e0 R *fL_
MAIN
o� Cus _- S 1 CB■ CONCRETE BOUND 9 psi �_ job number
1P
> �' FFr TEST PIT I ( IN FEET ) �o►� title
/ IL OHw EXISTING OVERHEAD WIRES 1 inch = 20 it
z ON Rau 1 OF 2
2s G EXISTING GAS SERVICE SITE PLAN
a w EXISTING WATER MAIN REVISIONS drawing number
� .
o t 8/16/02 CHANGED HOUSE FOOTPRINT TJB 2057
XI 11NG UTILITY POLE E S
LOCUS MAP `� b,l
o `t
to BSS
FFEL. 57.8 DESIGN
55.8f 55.6t 55.5t minimum 2% slope 55.8 max. 55.1 min.
FOUNDATION CONCRETE CONCRETE RISERS REQUIRED ' LAND SURVEYING
BY OTHERS COVERS 54.2 TO BRING COVERS WITHIN 6 CIVIL ENGINEERING
OF FINISH GRADE 3 CLEAN BACKFILL NLANDSCAPE ARCHITECTURE
1/4" per foot I 3/4" - 1 1/2"
53.4 24 2"(1/8"-1/2")peostone
3• L WASHED STONE
1/4" per foot min. b s=0.005 0.5% pipe slope
LIQUID LEVEL 6" 53.1 BSS Design. Incorporated
10" 14" 0 i v •'� ' ••� '•' :+ :u• `ti• 164 Katharine Lee Bates Rd
BASEMENT FLOOR 53.29 53.05 3'� 4 52.71 • • .�' •.•�•••• ,•,•� ••� •.•• •• •.; :•;: .. r ..� .: •.. ,,.•. •:• 52.37
.�• •,.,,. .•.+ .., „ i. , . d •e Falmouth Massachusetts 02540
' ,�.••• ., ''�': .� 508,540.8805 FAX 508.548.8313
GB 52.80 �.,•.;;'' ,,, •!„•...�::='t'� 't ::.s ...?
52.54 50.37
24" OF STONE BELOW PIPE
W.
12' 10'-6" -I 3' 18" 33' (n
2' DEEP LEACH TRENCHES `-
SEPTIC TANK DISTRIBUTION BOX `� ' ' E O
USE 1,500 GALLON AASHTO - H10 3 HOLE AASHTO - H10 TWO TRENCHES (4" DIA. SCHED. 40 in
PRECAST SEPTIC TANK PERFORATED PVC PIPE) 2.7' WIDE,
33 LONG & 2 OF WASHED STONE BELOW; UJ
BOTTOM AREA = 87.75 SF (EACH TRENCH) 0 V) U)
CAE HIGH GND. WATER ELEV.
9r SUBSURFACE SEWAGE DISPOSAL SYSTEM NOT ENCOUNTERED 0 _
MVAN NOT TO SCALE N Q
IL D a V
(n
DESIGN CRITERIA w o
. TEST HOLE DATA
W Q
NUMBER OF BEDROOMS 3 brm design PERCOLATION RATE = <2 min/inch * 0 �'0
DESIGN FLOW 110 gpd/brm N = J
TOTAL DAILY FLOW 330 gpd TAKEN BY: Lawrence M. Perry -
CZ_ GENERAL NOTES WITNESSED BY: David, Barnstable Health Dept. Q va ZLIJ
CALCULATIONS DATE:
02Ju y 31, 2002 ? 0 0 E2 O
0 1. All system components shall be installed in accordance # N
CU with the State Environmental Code Title V. Minimum . 24 gallons <15 mins. TH#3a ® 44"-62" (in Sand) M o =J CV
SEPTIC TANK: F- = W V)
Q; Requirements for the Subsurface Disposal of Sanitary Q
o Sewage. and any local rules which may be applicable DESIGN FOR USE WITHOUT GARBAGE GRINDER SOIL LOG SOIL LOG J z a Q Q
2. The Barnstable Health Dept. must be notified 330 gal/day x 200% = 660 gal/day TEST HOLE #7 TEST HOLE #8 a o. = J
when the system is installed, and prior to backfilling 1,500 gal TANK MINIMUM REQUIRED
1,500 al H10 SEPTIC TANK PROVIDED EL 55.1 0 EL 55.2 O
for inspection. g A SANDY LOAM A SANDY LOAM scale
3. The stone around the leaching pipe shall consist of washed EL 54.3 10" EL 54.6 �" NOT TO SCALE
a stone ranging from 3/4 to 1-1/2 inches in size and be free SOIL ABSORRPTI'ON SYSTEM: B LOAM B LOAM date
70 of iron, fines, and dust in place. The stone shall be covered TWO LEACHING TRENCHES; TWO PIPES, EACH EL 53.1 24" EL 53.4 22"
3 with at least a 2 inch layer of washed stone ranging from 33' LONG W/SCHED. 40 PERFORATED PVC. C M. SAND C M. SAND AUG. 14, 2002
ru 1/8 to 1/2 inch in size, and be free of iron, fines, and dust. & GRAVEL & GRAVEL drawn
o in place. 2.7' WIDE & 2' DEEP (DOUBLE-WASHED STONE). LMP/JER
4. The grade above and adjacent to the leaching facility shall slope LEACHING AREA PROVIDED: STATE TITLE V
checked
CZ)Q at least 2% to prevent accumulation of surface water.
of 5. Sewer pipe shall be 4" diameter schedule 40 PVC or equal SIDEWALL AREA: 2 (2(2.7'+ 33')x 2'DP) =285.6 sf job number
at 1/4 per foot (27.) slope to tank. 285.6 sf x 0.74 gal/sf/day = 211.3 gal/day 2057,
Cn BOTTOM AREA: 2(2.7x;, 33')x 0.74 gal/sf/day title
co = 131.86 gal/day SSDS DETAILS
3 2OF2
TOTAL LEACHING CAPACITY = 343.2 gpd drawing number y
DRY
EL 46.1 DRY 108" EL 45.9 112" P8-40