HomeMy WebLinkAbout0066 RIVER ROAD - Health r
iver Road
ons Mills
078 017001 LL --
y TOWN OF BARNSTABLE OP /1 f 9#5 359 Y
LOCATION PV� U. SEWAGE # d�- '
VILLAGE ma"51 L&q5 M I( S ASSESSOR'S MAP & LOT629- 011 00 f
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
��/ � Z x x .. ..
LEACHING FACILITY: (type) TrP�1L�t�0S' (size) 21
NO. OF-BEDROOMS 3
BUILDER OR OWNER G�� �'I ` •. �a "�
PERMITDATE:- 10110162, COMPLIANCE DATE: 7 0�
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom 5f 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
air
CJZr ' r
y
"Yhc
4
No. `� u Fee �O
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zfppricatton for Mtgooal 6potem Construction Permit
Application for a Permit to Construe)Repair( )Upgrade( )Abandon( ) omplete System El Individual Components
Location Address or Lot No. Lot, l 1 t e_l Owner's Name,Address and Tet.No. °~�
Asse ors Ma /Farce a
Installer's Name,Address,and Tel.No. � Designer's Name,Address and Tel.No.
17
Type of Building:
Dwelling No.of Bedrooms Lot Size 5c�L sq.ft. Garbage Grinder(PO)
Other Type of Building— No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow �3 o gallons per day. Calculated daily flow S:J 3 3 gallons.
Plan Date 2 -- 13 — 0Z- Number of sheets Revision Date
Title O
Size of Septic Tank Yf; C>C� C:tP �� Type of S.A.Srr. --w 1tJ1 e /]
Description of Soil ^ �' fl f A _ ��
'i AZ
C L �
Nature of Repairs or Alterations(Answer when applicable) Qe_x3 �
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
iolt accordance with the provisions of Title 5 of the Environmental Code and not to place he system in operation until a Certifi-
cate of Compliance has been Aissued by th' Bo d ealth.
Signed Date
Application Approved by o>v a Date Y ! o'-
Application Disapproved for the following reasons
Permit N 6 061)_I_ Date Issued
No. '��` Fee
THE COMMONWEALTH OF MASSACHUSETTS p' Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
2pprication for niopool *p.5tem Construction Permit
Application for a Permit to Construe)Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components
"Location Addressor L No: t / 1�'l Owner's Name,Address and Te►.No. °~^� , 1
Asse sor s Map/Parc.. b .i 7 } 1a -ik\\�r
Installer's Name,Address,and Tel.No. 'T cr 3•'t}s�� Designer's Name,Address and Tel.No.
iCR
,u �nS c t t/o gas 1s'x�n so so �F�os-
o►� nn Ps C) _ 4 1(*+ s3zcA - 1�61
Type of Building: .9,
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(Po)
Other Type of Buildiftg Sr No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 33 O gallons per day. Calculated daily flow !):!j 3-3 gallons.
Plan Date �S ti 3 OZ Number of sheets c*Z Revision Date
Title
Size of Septic Tank Type of S.A.S. 4J1C�t'_
Description of Soil M — t Lc> '
i i,� a- C-.-z n ye-L C A s --• 1\�c� ' ' �tF S P N CZ
Nature of Repairs or Alterations(Answer when applicable) �'n� `�. I Csy\
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
i -accordance with the provisions of Title 5 1of the Environmental Code and not to place the system in operation until a Certifi-
--cto of Compliance has been is ue by thi Bo d ealth. J /�
j Signed _ Date
Application Approved by D�2 osvw Date 8 /9 U 2-
Application Disapproved for the following,reasons
Permit N•. 6 06L" S—1 Date Issued
..:�. �- .-.,.i���' ,err �. •�
r THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(V5"Repaired ( )Upgraded( )
Aiandoned )by
o + lK r
at. L � has been constructe i accordance
1*th the provisions of Title 5 and the for Disposal System Construction Permit No. 2 CCU dated / 102
Installer Designer t
The issuance t 's permit shall not, e�coxtstrt�ed-as a guarantee that the syste w' tidesigned:
Date � 3
( Fj Y -
� � Inspector
-----------------------------
Fee
THE CO MONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE MA MASSACHUSETTS s SSAHCUS S
- Miopo.�al *pztem Construction Permit
Permission is hereby, grantefl to Co nstrt ( )R y�j, )Upgrade( )Abandon( )
System located at
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. if
Provided:Cons 'cti n must be completed within three years of the date of this pe
Date: G Z' Approved by g
BENCHMARK: BASED ON TOWN TOPiJ. MAPS, TOP OF CONC. BND. EL 58.9 I ,Y
s r LOVELIS A BSS
J ` DESIGN
ZONE AP 1
8.65
Z B IP FND
Q 58.51 :::..q r: 9y
M 58.56 1 x 56.71 6/ LAND SURVEYING CIVIL
/h :�`••. MAIN � VIL ENGINEERING
COMMON/DRVEWA Y O CU S s�
1 LANDSCAPE ARCHITECTURE
00 6h� BY EASEMENT EXISTING ,P STONE DRIVEWAY H/ FFp
/
S
X. I C.V� / RO Z8 1164 Katharine)Lee rBates eRd
0_ 0 057 ON.98 / �% 1 Falmouth Massachusetts 02540
o_ .40 MANHOLE / / C 508,540.8805 FAX 508.548.8313
a >O �n N48'01'58"E
z
v Q ,� / 'X 244.16'
c "' —� `D `
w s• 9 � LOCUS MAP
a
_ Ci _— 94�S'02'50"W 98.72' W
�o 0 W ��� x 55.D o yr LOT 2 LEGEND:
h vh �'- 3S x sa.s9 EXISTING SPOT GRADE _ U)
I� / 0 PORCH TPA '0<'S2' 55�66r PROPOSED SPOT GRADE E—
/ LA
38.9' Twx
7' PROPERTY LINEN_ ENCHES I ; CB■ CONCRETE BOUND _
~ 3 °n0 (2' DEEP) I TP U
MAPLES
hg p o PROPOSED I- TEST PIT 0 Q Q
CURB STOP x 54 59 Q 7HR£E BE'DR" 10' o
H. HQUSE x -DB3 OHw EXISTING OVERHEAD WIRES 0 O
�y O I G EXISTING GAS SERVICE W
14 MAP Q
57.13 E WATER a 1a F.fZOAIP QEh: 57.8 7 W I N w EXISTING WATER MAIN Q„ W w 0
I /SERVICE 5 � I / EXISTING UTILITY POLE
14" L UST 21 .,• Q CEDAR 8OHI ' 3 O 0
57.I v UTILITY POE H HW rn I U TY POLE \ N = �/
O ss. 7 \
c� 1500—GAL ;. NOTES: Z W
cLai
QJ SEPAC TANK •. ; k
"W I 1. LOT No. 1 RIVER ROAD Q a z W
fie. o0 20g � s �i-- 16' 2. ASSESSORS No. PENDING 'J o 0 > Z
C\ja � =) wo
N w �O MAPLES x 53.49 O^i 3. ZONING DISTRICT: VILLAGE BUSINESS A m c. _ 0
you LOT 1 \ \ 4. FLOOD ZONE: ZONE C O in a :
,� / / ors ' s 5. SPOT GRADE ELEVATIONS ARE BASED ON o a
LLJ Q
Ln 56.91 Q o_ 0
h``' � � 14" Locus 0,.752 SF �` TOWN TOPO MAPS, BENCHMARK; a- Z
m _ o. •53.20 TOP OF CONC. BOUND, ELEVATION 58.9
to Li / 6. ALL DISTURBED AREAS SHALL BE RESTORED scoie
6.57 532h9 WITH 6" OF LOAM AND GRASS SEED. 1"-20'
_ date
N4s'o2'So"E �43a 7. EXISTING OVERHEAD WIRES & POLES TO BE AUG. 13, 2002
X 1 56. 1 • 25 / S3� t LOT 3 \ RELOCATED UNDERGROUND (ALONG WILL ALL OTHER drawn
/ PROPOSED UTILITIES). THE LOCATION OF ALL
LU
x 52.48 ELECTRICAL UTILITIES TO BE DETERMINED BY NSTAR CORP. LMP/TJB
��� \ — 8. CONTRACTOR SHALL NOTIFY DIG—SAFE 72 HOURS
checked
P ANY EXCAVATION, job number
w Eon GRAPHIC SCALE 2057
cc 20 0 10 20 40 80 title
o SITE PLAN
Z c, 1 OF 2
Q t drawing number
Cr PSIN FEET —39
i inch = 20 it.
I
4,i
• , BSS
FFEL 57.8 DESIGN
55.8t 55.2t 55.0t minimum 2% slope 55.2 max. 54.1 min.
FOUNDATION CONCRETE CONCRETE RISERS REQUIRED to LAND SURVEYING
BY OTHERS COVERS TO BRING COVERS WITHIN 6" Ci CIVIL ENGINEERING
54.2 CLEAN BACKFlLL LANDSCAPE ARCHITECTURE
1 " OF FINISH GRADE I 3 4 - 1 1 2
/4 per foot ;n 2"(1/8"-1/2")peastone / " / "
WASHED STONE
3; 53.1 s=0.005 0.5% pipe slope
u 1/4" per foot min.
UQUID LEVEL 6" :...•. :,: 52.6
O BSS Design, Incorporated
ti0' 14" ....................................................... .... ......53.30 53.10 =• •.s ,•••,•• • ., •• •• •�,f1 •• ••• ,. •�. •• ••'•N 52.1164 Katharine Lee Hates 12d
BASEMENT FLOOR � �}' S2.42 +••`:•;. •s;;' ;" ;r•s«;.�"!.�:`•".• ,.%• +':.%�;,`�� : ••�; ,:.,�t••:�: Falmouth Massachusetts 02540
G'6 52.85 • '. 1 '.,.. •• + . �,�,.;: •., •►s,••h�•:.•�•i: ••.. ;t.=•� •?.;• 508 540.8805 FAX 508 548.8313
52.25 50.1
24" OF STONE BELOW PIPE
�1 W I F 10'-6" I 7' 18" 27' W
U)
SEPTIC TANK DISTRIBUTION BOX 4'x 2Tx 2' DEEP LEACH TRENCHES E O
USE 1,500 GALLON AASHTO - H10 3 HOLE AASHTO - H10 TWO TRENCHES (4 DIA. SCHED. 40 a in
PRECAST SEPTIC TANK PERFORATED PVC PIPE) 4 WIDE.
27' LONG & 2' OF WASHED STONE BELOW:
OF� BOTTOM AREA = 108 SF (PER TRENCH) w (n U)
Day SUBSURFACE SEWAGE DISPOSAL SYSTEM HIGH GND. WATER ELEV. cn N
NOT ENCOUNTERED O _J
NOT TO SCALE o <
DESIGN CRITERIA TEST HOLE DATA a w w o �
Q Mo
NUMBER OF BEDROOMS 3 brm design PERCOLATION RATE = <2 min/inch * I 0 J
DESIGN FLOW 110 gpd/brm N = J
TOTAL DAILY FLOW 330 gpd TAKEN BY: Lawrence M. Perry W
ro
CD
GENERAL NOTES WITNEssED BY: David, Barnstable Health Dept. Q a zLLJ
CALCULATIONS DATE: July 31, 2002
J �-
C\J
CD 1. All system components shall be installed in accordance P# 10294 " " m
N with the State Environmental Code Title V. Minimum SEPTIC TANK: • 24 gallons <15 mins. TH#3a ® a4 -s2 (in Sand) �- N
CD Requirements for the Subsurface Disposal of Sanitary
m Sewage, and any local rules which may be applicable DESIGN FOR USE WITHOUT GARBAGE GRINDER SOIL LOG SOIL LOG J Z a Q 0 Q
"' 2. The Barnstable Health Dept. must be notified 330 gal/day x 200% = 660 gal/day Q" a a = .J :2
CD ,1500 al TANK MINIMUM REQUIRED TEST HOLE #5 TEST HOLE #6
when the system is installed, and prior to backfilling g EL 54.6 O EL 54.7 0
M for inspection.. 1,500 gal H10 SEPTIC TANK PROVIDED A SANDY LOAM A SANDY LOAM scale
cn 3. The stone around the leaching pipe shall consist of washed SOIL A6SORRPTION SYSTEM: EL 53.9 8" EL 53.9 9" NOT TO SCALE
Q stone ranging from 3/4 to 1-1/2 inches in size and be free date
of iron, fines, and dust in place. The stone shall be covered TWO LEACHING TRENCHES; TWO PIPES, EACH EL 53.4 B LOAM 14" EL 53.2 B LOAM 18"
AUG. 13. 2002
`- with at least a 2 inch layer of washed stone ranging from 27' LONG W/SCHED. 40 PERFORATED PVC. C1 M. SAND C1 M. SAND drown
1/8 to 1/2 inch in size, and be free of iron, fines, and dust. & GRAVEL & GRAVEL
o in place.
4 WIDE & 2 DEEP (DOUBLE-WASHED STONE). LMP/JER
0 4, The grade above and adjacent to the leaching facility shall slope LEACHING AREA PROVIDED: STATE TITLE V EL 50.6 48" EL 51.7 36" checked
at least 2% to prevent accumulation of surface water.
5. Sewer pipe shall be 4" diameter schedule 40 PVC or equal SIDEWALL AREA: 2 (2(4'+ 27')x 2'DP) =248 sf C2 FINE SAND C2 FINE SAND job number
w
at 1/4 per foot (2%) slope to tank. 248 sf x 0.74 gal/sf/day = 183.5 gal/day 2057
Cr BOTTOM AREA: 2(4'x 27')x 0.74 gal/sf/day title
C SSDS DETAILS
z = 159.8 gal/day 2 OF 2
TOTAL LEACHING CAPACITY = 343.3 gpd DRY drawing number
DRY
o EL 44.8 118" EL 44.7 120" P8-39
i'
! ` BENCHMARK: BASED ON TOWN TOPO. MAPS, TOP OF CONC. BND. EL 58.9
LO
S BSS
DESIGN
ZONE AP
e.6s 1
58.51 , 1
g 58.56 x 56.71 6/ LAND SURVEYING
LF CIVIL ENGINEERING
/� ::•'•`' MAIN 1 LANDSCAPE ARCHITECTURE
COMMONIDRIWWA Y o CUS S,
I o 3 h� BY EAS�EMENT / EXISTING &W�M4(STONE DRIVEINAY N/ FFT
�J _ /
X.
I-- 57 98 9C�F� / ON RO 164 Design, Incorporated
28 164 Katharine Lee Bates Rd
0_ ,� 0 �Cl ' Falmouth Massachusetts 02540
In Q O uo .40 MANHOLE / 508.540.8805 FAX 508.W.8313
z C) N48'01'58"E
a Q „ 3 244.16'
ed
G --I as a 8. 9 ^� \ LOCUS MAP
z o `'� O / 5�-02'50"W 98.72' W
0o ^ W ��.� / x 55.0 � o //�\� LOT 2 LEGEND: �
((� Q w ss x 54.59 EXISTING SPOT GRADE 0 (n
N / 0 PORCH 17p 452' \ \ 5a81r PROPOSED SPOT GRADE w W
'�`� x LEACH/NG27TP ( PROPERTY LINE N U)
3
� � _ � TRENCHES � '• ' I CB■ CONCRETE BOUND N
Q 3 3 a^o rj 56 0 V 2' DEEP #%9
I TP _.., .
MAPLES / PRAM I M TEST PIT 0 a U
CURB ST P x 54.59 Q 7HREE SEDRPOOV 10' C> to Q
w. I H01/ x 63 oHw EXISTING OVERHEAD WIRES a. o
14 MAP 0 I G EXISTING GAS SERVICE tail Ei Q
°D 57.13 ' �c I N w EXIS
WATER TING WATER MAIN
I u sa.ta F.FLOOIR ELEV. 57.8 W a' w LA �
3 /SERNCE 14" L usr 21 Q I CEDAR / EXISTING UTILITY POLE Q Q
57. q HW W OH 8 O O
/v UTILITY POLE W 0 [rri I U TY OLE w
> n 55. , / \ c0 1500—GAL ;. ,; NOTES: -J
C a Q " \ SEPTIC TANK r I ROAD Z
S w 1. LOT No. 1 RIVER Q a z LLJ
�, �6. 900 20 3 x 5 I----16 2. ASSESSORS No. PENDING —� W 0 z
1 _ a. o �--
N w �0 MAPLES X 53.49 3. ZONING DISTRICT: VILLAGE BUSINESS A to u. _J O
o / you LOT 1 \ \ fl: 4. FLOOD ZONE: ZONE C N a
LO 56.91 / ��, ��54 5. SPOT GRADE ELEVATIONS ARE BASED ON _j Z a Q O Q
14 Locus 10,752 SF TOWN TOPO MAPS, BENCHMARK; Q a
m _ a. •53.zo w TOP OF CONC. BOUND, ELEVATION 58.9 = J
6. ALL DISTURBED AREAS SHALL BE RESTORED stole
6.57 / _ WITH 6" OF LOAM AND GRASS SEED.
1"=20'
o 53� r4 \
= x 56' / 25 / N48'02'S0"E 53 443$ 7. EXISTING OVERHEAD WIRES & POLES TO BE dotAUG. 13, 2002
- \ LOT 3 \ RELOCATED UNDERGROUND (ALONG WILL ALL OTHER
m / 1a' dnK 40.00' � drawn
w / \ PROPOSED UTILITIES). THE LOCATION OF ALL
x 52.48 \ ELECTRICAL UTILITIES TO BE DETERMINED BY NSTAR CORP. LMP/TJB
8. CONTRACTOR SHALL NOTIFY DIG SAFE 72 HOURS checked'Jcl _
Cr � PRIOR TO ANY EXCAVATION.
number GRAPHIC SCALE job number
cc �. 20 0 10 20 40 3 8o title
Cn SITE PLAN
z 1 OF 2
FEET ) drawing number
Cc
CDi inch = 20 fL P8-39
RCS
FEEL 57.8 DESIGN
55.8t 55.2t 55.0t minimum 2% slope 55.2 max. 54.1 min.
FOUNDATION CONCRETE CONCRETE RISERS REQUIRED 4. LAND SURVEYING
CIVIL BY OTHERS COVERS 54.2 TO BRING COVERS WITHIN 6" a LANDSCAPEENGINEERING
BY
1�¢" OF FINISH GRADE CLEAN BACKFlLL 1
Per foot to 2"(1/8"-1/2")peastone WAS - 1 1/2"
3� 1 4" 53.1 pipe sloe WASHED STONE
_ / per foot min. s=0.005 0.5� p 52.6 E
LIQUID LEVEL 6 0 ...................................................
... , ... :. -. . . BS5 Design. Incorporated
16' 14' ......... ........ ........................................ .............
53.30 53.10 :• • • s ,•••,•• • " • .,• •• .• .,f ••;, • ••• 52.1 184 Katharine lee Bates Rd
BASEMENT FLOOR 3� S2.42 • �•�'-.. •'••• ,.- '_ "• ••!. `•",••,�•• i ••� '•:••'';,'�' '` ..``,+� '• Falmouth Massachusetts 02540
¢ GB , •R•• •` •' •,~•,• •• •• , • • • • ;�• s.`�• 508.540.8805 FAX 508.548.8313
21
52.25 50.1
24" OF STONE BELOW PIPE
10
I I 7 18" 27' (n
4'x 27'x ' 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
PERFORATED PVC PIPE) 4 WIDE.
PRECAST SEPTIC TANK
27' LONG & 2' OF WASHED STONE BELOW, w LtJ
OF BOTTOM AREA = 108 SF (PER TRENCH) 0 I- (J)
SUBSURFACE SEWAGE DISPOSAL SYSTEM HIGH GND. WATER ELEV. _
NOT ENCOUNTERED O .J U
-� NOT TO SCALE C o
cn (n Q
DESIGN CRITERIA TEST HOLE DATA a w Q :2
NUMBER OF BEDROOMS 3 brm design 0 � �
a 0 O _
DESIGN FLOW 110 gpd/brm PERCOLATION RATE = G2 min/inch * � �
TOTAL DAILY FLOW 330 gpd TAKEN BY: Lawrence M. Perry N =
NOTES TE S WITNESSED BY: David, Barnstable Health Dept. Q a z
GENERAL ,� _ V)
CALCULATIONS DATE: July 31, 2002 -� O
CU 1. All system components shall be installed in accordance P# 10294 " " m '` J 00
o s Ilons <15 mins. TH o ® 44 -62 (in Sand) �--- 5 w - r--
24 a #3
�, with the State Environmental Code Title V: Minimum g (n
SEPTIC TANK: �,
nitar O Q rY
o Requirements for the Subsurface Disposal of Sa y
66 Sewage, and any local rules which may be applicable DESIGN FOR USE WITHOUT GARBAGE GRINDER SOIL LOG SOIL LOG J o W Q O Q
330 gal/day x 200% = 660 gal/day O_ Q moo. 2 J
Health De t. must be notified TEST HOLE #6
The BarnstableTHOLE 5
Ln 2. P TES
�' 1 500 al TANK MINIMUM REQUIRED #
when the system is installed. and prior to backfilling � g EL 54.6 0 EL 54.7 0
m 1,500 al H10 SEPTIC TANK PROVIDED scale
r• for inspection.. g A SANDY LOAM A SANDY LOAM
o, 3. The stone around the leaching pipe shall consist of washed EL 53.9 8" EL 53.9 9" NOT TO SCALE
SOIL ABSORRPTION SYSTEM: B LOAM B LOAM dote
stone ranging from 3/4 to 1-1/2 inches in size and be free 14" EL 53.2 18
CD
of iron, fines, and dust in place. The stone shall be covered TWO LEACHING TRENCHES; TWO PIPES, EACH EL 53.4 AUG. 13, 2002
with at least a 2, inch layer of washed stone ranging from 27' LONG W/SCHED. 40 PERFORATED PVC. C1 M. SAND C1 M. SAND
& GRAVEL & GRAVEL drawn
free f iron fines and dust. ,
w 1/8 to 1/2 Inch In size, and be ee o , 4 WIDE & 2 DEEP, (DOUBLE-WASHED STONE).
CD in place. LMP/JER
0 4. The grade above and adjacent to the leaching facility shall slope LEACHING AREA PROVIDED: STATE TITLE V EL 50.6 48" EL 51.7 36" checked
CD at least 2% to prevent accumulation of surface water.
Cr 5. Sewer pipe shall be 4" diameter schedule 40 PVC or equal SIDEWALL AREA: 2.(2(4'+ 27')x 2'DP) =248 sf C2 FINE SAND C2 FINE SAND job number
UJ at 1/4 per foot (2%) slope to tank. 248 sf x 0.74 gal/sf/day = 183.5 gal/day 2057
Cc
BOTTOM AREA: 2(4'x 27')x 0.74 gal/sf/day title
z = 159.8 gal/day 2S0 DS 2ETAILS
TOTAL LEACHING CAPACITY = 343.3 gpd drawing number
cc: • EL 44.8 DRY 118" EL 44.7 DRY 120" P8-39