SUBSURFACE SEWAGE DISPOSALFINISHED GARAGE FLOOR 1022 T._
FINISHED FIRST FLOOR 110.601 G `'':MTN. pRDAOGED-RAD
TOP OF FOUNDATION 05.3 Fw15HED GRADE 1035 FINISH GRADE 1015 EL IBIS GENERAL NOTES
FRBGHEPBASEMENT FLOOR: 102.6 _ 100.42 100.25 f f y h'� f t F 12 MIN COVER MATERIAL - Hell e
NVERi AT FOUtB IOPo OL65 �.....• (6') 2 MIN ] TM1e poi v a 9- disposal v nwitin the requirements E sill, the
hNERT•NTO SEPTIC TANK 01.45 101.45 w CONCRETE,. 2 '} WASHED STONE Intoi mm 1 t a oHealth 1 1 r.
INVEIir OUT OF SEPTIC TANK 101.20 OR
00.0 reofEL 1000 1O p Any pgl t al£1 1 this 1 `be
INVERT MTOD BO% IOO,4 101,6510120,E 100.20 a J, t 1 6 a O. a c
q"PEBEORATEO PIPE 6 'j'' p" WASHED STONE. Arranges
MVERT OUT OF Strong 00.2 0.005 SLOPE MIN. -
�4 SCHEDULE 401NC SOLD EL 995 f N i hr f n a f Polish n _ Y t ready for
MVERT AT INLET OF TRENCH 002 PPE OR APPNOVED EQUAL qI MIN. TO WATER TABLE EXIST.9e5 1 p_t n11 E. 1
OPMEBT AT END OF TRENCH 100.0 60" T.
HANDICAP _ 8ffid Of Health. In8pe0t101 consproctiom
ELEVATON OF RAT. OF SYSTE 99,5 BOBtd- Of Has I➢S ¢Gt100 Qtltr'ed when roadetod x notify F1 £lprior I o b+ k tll 1 4 ye a - 1 c
�@. p f (5') EL. 93.5 MAX. G.W.T. 11111,
'ELEVATION OF G.W.T, 93.5 SYSTEM PROFILE Required when Hinfav&ted �
I Conto .nt ' shall b¢LLy And Ehoek'beach meek na nitsn a n that
- Garpang nemk m 'e to noeea ever=m,
io SCALE uveti AA
THIS SYSTEM IS NOT DESIGNED LEACHING TRENCH SECTION table n 1 aI £ It di £ AUDIAl
NOTE : LOCATIONS
WERE
AND ED FROM TER
TEST �Y ,t rfp ,t / ,tpp / NM ID SCALEtestingd sh 1 ul a h 1 - t 1
LOCATIONS WERE OBTAINED FROM LOCAL TO ACCOMMODATE A GARBAGE v Too rtlt e Nall of lose y it LI hnbe tPl cA na
BOARD U HEALTH RECORDS AND WERE NOT -
THE RESULTS OF AN INSTRUMENT SURVEY GRINDLi i 11,01,11"t AT
- a tl r1 £ P - 1; a
ALL FOUNDATION ELEVATIO\5 0 h i 1 a Ind
MUST BE TAKEN AND VERIFIE, DARTMOUTH BOARD OF NEALTIT from e x a e i t 11. is
I10�"Fit,, �9tlre_rl.a Elea
BY A MA55 aEG. ENGINEER A. la
BAND) COPY SPNT LED BENCHMARK : RIM D.M.H. n y a t o . n li p r d to all star, and total
BOARD On HPALTFd. FLEA100.00.(PSSUMED) - .r t r A io'I. u
9 1 tank LL lh 1 6 d IP 'h1 pit (if "s
1 1 1 e Alit t v
IC
of
a n 1 n t r I 1 t
.P 30 Innal. JI l M M1 P t k 11 1 P1 a
on a
6 P a 1 b. r ] L 0
BERRY LQ a l _z3.3et
B e. werr t i 11t T III No b 1 ^ e t n Top, I
R.
CUL DE 5N LOTAA 7 OF A SUBDIVISION •2e�MINIIAl'Y biAffronting v n 1 `r
ENTITLED "SANDY HILLof " a pip, Avre le i i e o 10,12 t -
I682B -� _ DATED AUGUST 12,1986 1p Tb distribution PPP :111 hove A Slope oc ^ ^Gs IA can t^
so REVISED OCT.26,1907 - 1.
gP'�� " r IH .''s 1 l F f % m t be rtapnt, ,also van asphalt tomont me
h toy � . 66 OWNER '100_ MARIO ST. JOHN
As" IftpoSTrc ' ^j9. nb AREA : 40,013 `F.
I 1 It 1 nt 9 r i1i Y e pti k located 1 III
r at
DO' re t. "* n r e del e A n it a
\ I IOO "'�' @ " N AREA OF IMPERVIOUS COVER m the ofe6r'R iy
Of 7r •OF LOT ly P 11 1 bl 11 L M1 f M1 1 M1l q
�BV - iy m �^t` Y hp 11 'Ll d 1 0. 2.17 £ Till' a
a �y NO SYSTEM FOUND - (9 J ater 'I'di a
T8z .t• WITHIN 100 Ir is Any ofillre,Material P 1 a nth. e Y a. the
tx �beAA°E toJ z3 FORCES n u n__ n. I n earn
L 1 1 4 f 1 ]organic, -
I fo yl _ "WEIL a a e e.
1 � ohs trade17. d M1 L1 at...II her hot 111'red 1n L N 1 ollf the sonsent of III g1
NO WELL FOUND 'I ,ei.S.Y,. 10 \p''y Op, I n
WITHIN 1OOL �I a b x a,� Vi a 1 Unless iti a IF Retitle
design Lv i thisv 1 t
V toT n r 1055 �.t I / 19 if 11 n1 y i i O 11 h n
IOt. 1p3 _ A-s`^ this they hall e 1RnWithout
rh 1e, or innerr 1oUp ,ngtr,&icUn
HURT,
a with It
r 3oT A, w0 tof Boo "�� 1 1 "Of a r s n 1 v 1 v
t r 1 n t I t t t
>St $1 - 99.. 99 1A 20 Top ^ o! tilt h C- it t
As _ _ _ ^ o - PRECAST 1,000 GALLON SEPTIC TANK
of RATE H. NTo SCALE 21IwAw lopull,Rt shall be inn over to'g 1
t
SEE NOTES IS B 16 0 9¢ g¢&15h lns4V0teN\ B ,'1156 LE VENQ An e r p r 1 talk h a b 1' a
FILCTO EXTEND 25 11r iN b 1 rtn c a- 11 11
,� a.. d o4 wh Ego¢, v l l- n took 1 h Planes,
IN ALL HOR1ZwTAL °5 dP°,eygnit¢d ¢9 - 9B EXISTING PROFOSEO: n rl ht _ 1 h - Shell e ii 1 d t nrp .
DIRECTIONS AND DOWN ` {' Boo---- m m 1 Plot t m n
TO 60" BELOW EXIST. RA E lo'� spy; CONTOURS 100 finished ne.em n 1 i i oaf
>/" SPOT ELEVATIONS
n PROPERTY LIEF ra u. v Nepal, Staked prior kd n n fPlan
ine
i6B BPPrOTeI 6T this Of ON 27330 cr---EDGE OF PAVEMENT they or, to for
does Dot R➢grantee th0 �� R STONE m staff 11 L plane 1.- a '_t.:e
_ r - - - i 1. i rm..e
effectiveness of any , y !y DEEP T F THE COM"U rew - -
.x of MAPTACHURAEFTS
installation \ 1 - 14&fr o of LFACHINI 0AR HEALTH
tjRrtmo➢t9 Bard of Ile --- ae soul Nn..;- IS _.'Tw4n or
9DSI3 OF SANITARY DESIGN DEEP TEST HOLE INFORMATION LOCATION MAP A y Y DDARD DF I;EAI v,syuBat 39dnT� s �m,BtrmimttPermit �o
EB11A
o Cam` n hr s ate.: SiF ?oht
N o k Nn.l.Qi synct `as IT R•` XAN�bvyf�_a tLOLIR n P a'1 sy orn _... _,GARBAGE GRINDER: O -12" TOPSOIL I 0 T2' P N 307 ,,snow e Alk - _,- -NUMBER OF BEDROOMS:. 3 I P�107 TNONE TOPSOIL °u' 6 �D T �, Ppt anII:[ U roS.t A',IS Ce e Fcmnt. )SESTIMATED SEWAGE FLOW: 330 GALIDAv i2'-42"SUBSOIL 12 60" SUBSOIL 6m n a�SIZE OF SEPTIC TANK: 1,000 GAL 42"-120 GRAVEL, 50' 132" GRAVEL WITH tm alto, 6NoI a' HATE
PERCOLATION RATE.. 3MIN./INCH COARSE SAND, SILTY SAND Thy Or. o%°DAR ge N u SA` . - � L41L�L$'f'� - - "I
DESIGN RATE 3MIN INCH. SILT POCKETS B +G''
SOME STONES. a 1,
LEACHING AREA PROVIDED- AND COBBLES t
SIDE: 21ron h X2 1tl %O SEapIhX331angis. ]O S.F.TLE11
. }g JOHNp %� Q9L1L* R33t41t ItfPTTaT V3➢I•
BOTTOM:: 2tmnCImNX351engthX3w1a 20 S.E. DATE : 6111/B.7 3126157 - � _ Z LENA �I} �],'tt�[ � t (?i
INSPECTOR WENDY HENDERSON gg An As Built Survey most Ise Ur p L•
ENGINEER WANYHE y^ sUgn EDERRr �� 1TbS�Ilimn Rl,. 4Aa'i/eMttrD� RaTRR
616f: 2.24 GALI$.F,IDAY % TO SF.= 156.8 GALIDAYDEPTH OF T P 120' 32 P submitted to the Bci:dipg f TOTAL SYSTEM CAPACITY:
DEPTH OF PERC, P Locus Dept. prior to calling for E . CONTACT IPERSON: WILLIAM F. SMITH DRAWING NO
BOTTOM: 0.91 GALIS,EIDAY X 21OSF. •191JO GALIDAY DEPTH OF G W.T.:.. 92" 60" ADDRESS: 1172. WILLIAM STREET
547.9 GALIDAY 8 foundation inspection of ou, TELEPHONIE NO: 997-6410 62.3.