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LOCUS
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SLIDER SILL AT REAR OF BUILDIN'G. ELEV 8.18
TOP of FOUNDATION .
ELEV. 11:00
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RAISE COVERS TO WITHIN 6 OF FINISH GRADE
FG 12
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TOP OF IRON PIPE FOUND. ELEV 11.8;0
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FINISH GRADE . .
FINISH GRADE
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ELEV. 10.3
ELEV. 10.2
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SLOPE 12 MIN-36 MAX. COVER
13 ®S- 0.015 TOP ELEV 8.21
- VAI�IES
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PORT s
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NDVIE W
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.N FOLLINS POND I SCH 40 _ 2 MIN-3 MAX 0.01 ' 0.04 �"..C..
410 FILTER CLOTH OR EQUAL
C SCH 40
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. INV.-
. i INV.= 8.83 8.49 10"TEE 14 TEE INV.- .
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. I . GAS BAFFLE . 6 OUTLET : I . . .
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LOCUS MAP � ; 4.' -6 1/" „ s SET "C-4" PANELS LEVEL . i . .
. it , - . 2 . 4 .1 LIQUID LEVEL D BOX
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. 4' -4 PLUG 2 UNUSED �w > '
NOT TO SCALE` 161I L.F.cEL.4.5 L: INV.= 7.80 � 0 5' STRIPOUT AROUND SYSTEM '1 .
. '` L\" OPPOSED TEE I rr
. .. L. _ ELEV 9 „� 4•• C .. .
L L? USE ( ) - ULTEC. DRAIN PANELS w .VARIANCES REQUESTED:
TO. MIN "C" HORIZON
LOCUS :MAP 3.96 INV.= 8.09 INV. 7.92 1n 7.5 BOTTOM OF PANEL SAND5
.
a / . i,. IBOT. FOOTING EL. 3.5 o C I TOTALING 72 LINEAR FEET
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NOT TO SCALE: o o . TITLE 5:
. „ P 8'x48"x102 96" EFF. LENGTH in ur .
6 BASE OF CRUSHED STONE MINIMUM 2 UPdDER. OVERLAY ( ) TEST PIT # ELEV 2.5 1. 8' TO EDGE OF CELLAR IN LIEU OF 20' LINER PROPOSED).
..
OR MECHANICALLY COMPACTED I
FOR PIPING SPLASH GUARD .. (ONE ROW OF FOUR PANELS), (TIDAL) HIGH GROUNDWATER ) A 12' VA )
y 1,500 GALLON I RI E IS •
I: , TO PREVENT ,SCOURIN.G PER (ONE ROW OF FIVE PANELS) .
PRECAST CONCRETE .
.
I } ACTURES SPEC'S , . ,
1� . ".7"� I . : . �m.mI. � PI ..I.
MANAF.
D.T.H: #1 . . i': SEPTIC TANK i d-2.) 11 TO EDGE OF CRAWL SPACE IN LIEU OF 20 .
AT SEPT.` 13 2006 - _ . D E A 9 VARIANCE IS REQUESTED. NOTE 24 TO CELLAR WALL
GROUND ELEV 9.00 r ,77 � ..
L N /F N /F .
GROUNDWATER ® 2.50 I N I P1.
SHAPIRO STOFFREGE \
. .137/47 I 1 .
9.0
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. . 37/48
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S49.49 30 E
85.00 \
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TO Z.
0 6" OB
W SPORTS TO BE UT LI' ED
WITH FIRS BOTTOM SECTION
PVC) T
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OF EXCAVATION
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ORATED.
THEN COUPLED TO
8.17
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SHAPIRO
EXISTING
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SORID (PVC)
TO GROUND SUR ACE
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DESIGN FLOW
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137/53
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SHED
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CAPPLE--WITH
COUPLE AND CAP
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N I 0 R M AI I O N
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LOCATED AT
CENTER OF LAST1 TWO
2 BEDROOMS EXISTING
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6.0
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BENCHMARK
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PANELS.
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3_. BEDROOMS AT 110 GPB/D 330 GPD -
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TOP OF IRON
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PROPOSED
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1� \ PIPE FOUND
REQUIRED SEPTIC TANK
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1500 GALLON
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ELEV 11:80
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__ 330 x 2 _ _ 660 GAL.
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5.33
CURRENT OWNER
RICHARD & LI<�DA SELLNER
/ /
SEPTIC TANK
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SEPTIC TANK REQUIRED = 1500
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ADDRESS
1 Z DEBBIE STREET
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SEPTIC TANK PROVIDED = _ 1500 _GAL.
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HOOKSET
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2.50
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NH 03106
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EATON
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SIZE OF LEACHING FACILITY REQUIRED
1 67
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12.8
10.0 - - ti . .
REMOVE EX. WALL
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137 55
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"" PLAN REFERENCE VISION LOT 8) i , \ \ \ 1 DESIGN PERC RATE -- <2 ----MIN./INCH .
153/39 (SUBDI SWALE TO DRAIN \ \
I I � . . .. . � .. . . I .. J I I s \ \ \ LONG TERM APPL. RATE_0.74_GPD/S.F.
B.O.H. DEED REFERENCE 21236/193 /10.01. w ry w \ \ \ \ .
AMY, VON HONE - - j _ \ \ E OF LEACHING . T RO
10.2 z �\ \ \ \ SIZSYSTEM PROVIDED: z
SOIL EVALUATOR. o J \
ZONING DISTRICT R=40 0 FAMILY 13001v i \ \ \ \ - .
D. MEYER Z o / I Q O O O \ \ \ 330 _ 0.74 SF/GPD = _446 S.F. MIN. REQUIRED
. SETBACKS FRONT .,0 C AWL 5 \ \ \ )
/ HAND AUGER SIDE 20 o / S ACE _ O . . I o EX. DECK TO BE REPLACED WITH . \ I \ 9 0 „ „
D. MEYER . . 1.. , . / -� d- \ USING PANELS C-4 CULTEC UNITS
. E TR Y 10.3 4 \ I i I 1
REAR 20 L - J 4 , NEW DECK ON SONG TUBES r_. 1. _ -__- - - -- - _ _ .., .
. I ., L
SOIL TYPE: -1_ _.
PERC RATE. <2 MIN. PER INCH .
;, ' _ --- -_I_ L-J
:. ,� / / 44 S.F..7 L.F. S.F = R
LO' DING RATE: 0_74 GAL/Sr /MIN FLOOD ZONE B & C DATED 7 2 1992 100' B�I. FER ,�, , ' 11pj�' r I I I I 6 66 56 L F. EQ.
. PANEL 250015 -2D O TMARSH / I F I .I I I I I. / / r
. # .TO SAS- . I ., T 5 C CLAS AL CL �, �, , I i I I ITLE CULTE CREDIT W/ S 1 MATERI & EAN SAND
INDICATES DEEP // o BEDROOM I BATH I T ®' I �, I \ I I .
DTH # TEST HOLE ASSESSORS MAP 137 .. / o . : I I LIVING ROOM I KITCHEN � ' . , 100' .: 0 1 I I I USE 9 CULTEC C-4 DRIAN PANELS W/ CLEAN MEDIUM SAND
. . . PARCEL. 54 / o F L - _I I . I .ftfteC/FFE 0 I I I (NO STONE) & ".CULTEC #410" FILTER CLOTH ABOVE. (6" OF SEPERATION .
. i I I 0 SA®, R o I I I I I BETWEEN ROWS 8 x 9 UNITS = 72 L.F.
. .
LOT AREA 8,500f S.F. // z -_j r 1st FLOOR ELEV. 12.0 I �TMAR�
INDICATES ;, / � RF/SILL ELEV 11.0 I I I \ 1 _
r I I I 72 X 6.7 X 0.74 - 357 GALLONS
P-1 A 441P.PERC TEST / I-4 ' . L- J I CF. ELEV. 4.5 I I I I I I - .
j; / I 1 I GARAGE I I I I I 72.0'-66.56=5.44'x6.7' S.F. = 36.44x0.74 27 GAL
•� f, / EDROOM I #16 TO REMAIN AT ` I 1 / .
m-0. 78 INDICATES HIGH TIDE / ( / BATH I I I I .
TO
ELEVATION
ELEV 2.50 MAX. GROUNDWATER / 9.7' 5.9 � I I � , I I I 357 GPD PROVIDED > 330 GPD REQUIRED 27 GPD RESERVE ---
Y -
j _ MAIN o I
' �/ r10 0� r10 0� EN TR FINISH GRADE o I '�•j► , NO //GARBAGE DISPOSAL /GRINDER AL 21N ` �'aiid far REPAIR OF SEPTI • SYSTEM
I- _ -1 L - J T I I I l �1��).3ue to State and Local . 1.
. I' / 1.EX 10 0 I I '�� I septic variances.
r9:Oj SOTING ELEVATION I I , w w d approval is required .
I �:��°rcl of )le^1tT� review an
\ I I n I I I ® I . for any future additions/renovations/alterations to
. I I sewage. I'a i➢ivies aa;d/or structures/love➢ling.
. / ...ABANDON ( I \ I I
.GENERAL NOTES: / /A r- = -i PER TITLE 5 I7�' \l!r i I .1 . ,` i .
8.0 I I I I Yzrmoutr Flea,th Ire a tw,,eitt
/ DI
UMP, 35 6' , �'
1: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. a / �� PILL &CRUSH \ EXISTING I I \ �� �.��S
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS / mxl r- - - :
I DRIVEWAY I 1 I I \ I `�. .0
FOR SUBSURFACE DISPOSAL OF SEWERAGE.Ze
/ �o N 7_� I II i \\ 13 , / _
2: AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
. W� �� LC. I . i .. . . I ..,-�!�
ACCESSIBLE WITHIN 6" .OF FINISH GRADE, WITH ANY REMAINING �. D < LOT #8 I I \ 12 z� _ �K
ACCESS PORTS BROUGHT TO WITHIN 12 OF FINISH GRADE. �' n - I \ - 0 10 15 - 20 30 `50`
T T Y SYSTEM A BE / o/v m AREA-8,500 S.F. I: \ \ -1111
3. ALL COMPONENTS OF HE SANITARY S S EM SHALL /Llngm. W �_ 6 � --___ F779
.. CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE / _ .
/W _
� I I \ 10
UNDER OR WITHIN 10 OF DRIVES OR PARKING AREAS THEY . I' / _ ._ _ F�pp \ _ _ _ . _ .
MUST WITHSTAND H-20 LOADING. / F�0 - 9 CRAP IC = .
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION / 50� 6UFFi , 0 - LEACHING LOCATION. TO BE. ABANDONED ( p0 O� I _ _ _ _ H SCALE: 1 INCH 10 FEET
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. / ' PER TITLE 5 ? F
1.Y MASONRY NIT U T IN COVERS TO GRADE TQ SAL�MARSH ®r I ONF` C''' I _ 8 .
5. AN M SONR UNITS USED 0 BRING CO / PROPOSED SILT FENCE - e'� .
FOUND. &
CONCRETE BOUND
OR WITHIN 6" OF GRADE SHALL BE MORTARED 1N PLACE. UND HELD
6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER I; , SITE AND SEWAGE PLAN .
. . N 49.49 30 W ; ` 85, 00 .
.
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.
GG ` UP #478/3
7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF , . _ / UP #2 - _ . OVERHEAD ELECTRIC WIRE I ` . _ I REPAIR / U P GR AD E
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE / - - - ' - - ' - - -
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND / WATER MAIN _ .
-_� _ 16 DRAKE STREET
LOCATED DIRECTLY- UNDER THE CLEAN OUT MANHOLES. / _ _ - - - - - - - - . - - - .
EDGE OF PAVEMENT
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN IN
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT .
ELEVATION OF THE OUTLET PIPE. / '. r 0, BUFF YARM OU TH, M ASSACH U SETTS
. I .9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES / Tp ,R „ ,
/ SALT SCALE 1 10 DATE: AUGUST 20, 2007
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GASI I . ' . MARSy . � ,
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC I 1. . . DRAKE STREET o .
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND i O. .
SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE � / o `/ .
FIRST TWO FEET OUT OF .THE DISTRIBUTION BOX WHICH SHALL / I
� PREPARED FOR: n19C�m�M[ET)I
BE LEVEL
,
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION I .
- EDGE of PAVEMENT_ - - - - - - - �, R I CH AR D W. 8c LI N D A SELLN ER SEP o 5 zoos.
TO B.O.H. AND DARREN MEYER REVIEW AND APPROVAL. .. I .. _ - - - .
. . . .. .
. .
1.
11 � j �12STREET HEALTH KEPT•:
. - .
DEBBIE
. I HOOKSET) NH 03106
. .
. .
CONSTRUCTION NOTES 5 _ . . CONCRETE BOUND I
II; FOUND .& HELD _
Zt1.4F
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND - - - - - _._ `, ��' p� pass . PREPARED BY: .�.A .
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING �� �-. ��' y c t.�a=
o DAI�Ft I �-% E A S SURVEY, INC.-1 ! �r - ^ ss�`,.
< t ,, , y
WORK ON THE SITE. / -,,. Op ..I� I+�NARD ��
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE �_. . � F4O O z l 1.41 R T. 6 A A: ~-4
/ . 00 0 w
�is�! 1140 , ,. a
WITH DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT �\ N/F Zp NF N/F 4; s1�
. IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. EATON tiF e'' w CHASE ! - . v P.O.BOX 172g ti .pp� " / ;-
VEHICULAR T PA IN VEHICLES AND PLACINGdL \ Q ��fi w,;, F ��.
3.TRAFFIC, PARKING G OF. ' \ , 137/26 A w . 137/25 '�������� SANDWICH M A 02563 s s T
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND . I z V- N-1 r . ��4'
S.A.S. AREA IS PROHIBITED . �� c� ¢ _ �,0 �) PH. .(508) 888-3619 ,E / �)T
�` � Qp
. SALT MARSH. .
s o FAX (508) 888-2496
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