Zoning Review�� ��E-b �s , T;s> �� , • /�� (dry t� / -
9 7 V ,J
Ab
A.
Al
lb
LIS
O\3s , " /
C'i/if
`t471
Ir
ry
�OCu5 view
5c&r: 1"--100 IF
�0 J
Ali �I��N
! o C
Dartmouth Building Department
{ 144
400 Slocum Road V, P.O. Box 79399 0,Dartmouth, MA 02747
jf / / , j 508-999-0720,_•:•.PAX 508-999-0738
lj`
ZONING REVIEWS mot'
f Plat: LoR Street%7��`��J�,CGr
Subdivision Narne: L.;J rf. i E_ 1IM_ t _ 3 Lot#:
Owner's Name:
Designer:
Contact Person: /� 0
Designer's Specialty: P'o :Pe
ssionSal Engineer urveyor ❑
Sanitarian ❑ Other ❑
c.•Iwpdocslformslzonerev.lab July 27, 2000
/ PPP O5Q2 CONrOLP5
—50 — — M511N6 CONTOI.It?5
-fi" 50LIt2 5CI.1F12. 4O PVC PIPS
—
/ 5t2f? 35 PIPS
— — — — — — M26 Or- PY.W. Mr CON. COM. A,+ Nf
00 — — — — — — — — — 100' I3UrFrp ZONE MOM I3,V,W. & POW �
r
LIMItS Or 5' CVI MICA
T -r PIT LOCAWN
EE3 %"C fANK
PPOP05F12 MWAVON5 n �^ NOTE: TI'M AT NO VVM5 LOCAT -12 WTHIN
/ NG LL0 2.00' OP TI-F PVOP05E12 LFACHN16 AT-A5 SHOWN,
/ — � a�•5 FXI511�VAT10N5 �
/ ,G _ ... j/.,.e ... , ....
v
tZ�. # t2ATr- 13Y t7[~5Ct2IP110N
130ARIP OF HF&TH 5,rAMF5
/ o� , Assn 550?5 MAP # 20 _
A55C 550P5 LOT # rcrtian of 19 t � ' -� I
;
ITFF Al-50 To The 5artheastPrI Partial of Map #25 ZONING Ral �
/ 0 �\ q� 0 ZOti' �"� i� S i�T 51.11 r12- e�=5VFNCr 3 ( 5r'-3)
/ STING IT-1. 6 I /Y n/ •,-, ..y
PONt : 0' 51 �. 20'
WALL / .. —..
MM,� 1L0012 7.ONL: C FLEV N/ A ,1
NO p 250051 0022
�.i ,,.,V. PANEL NO:
APRICANT: POAM OF HAP -TH 51"AMP5
C C, F'ATt
JON J P, 3Lt?G -I?ON
# 3 A 3pl��r 51r Tf TOWN OF DARTI OUi'H
/ j .`
N Top ram. f 50. �A1�TMOUm, MA. 02��8 ZONING REVIEWED
CLNT OMI?: •Any Ghangzs Mus!
J C0�1JFLL FAFM MA-TY TPU5T Be Resubmitted � j
ST PNILIP PLl55LL COK'NGLL. MAPCIA C. GLYNN SEE`REPORT
p / � ► �i ' M ' c� �' ANC JOHN P. t3�KGLPON, ML15TM5 Date of R :vi 12 .OQ w
# 5 OU{CKSANb t'ON�J f20An By
t, r
/ p p Cellar �l: LIrTI-F COMPTON, IZ,I. 02837
O
� � ' j• , , P ,� . 5fAM' 5W 5URFAa 5F-WAa nI5P05AL PLAN
APPLICANT": JOHN V , PMOEG I;ON
4 ONNFr: CCrNft-L rAPM MCALTY 112L6f
n� N. pE3t1G.J1S P # #
a 6 OI?tION O� A55�550�5 L01' 19 ON MAP 20
� 'X, , , ^ SCHNcrv�ER 511F A121 M55: 1?OCK 0' C71�t PEF KOAIZ
r". saao 50, bA1'>rMOUTH, MA. 02?-I8
Le , �b �NGIN� ONG FIPM:
' N. I2OZL.A5 5C1-IWMr,& A550CIATF5, INC.
I'I'0rF55IONAL CIVIL FN6IMM5
I COUNT`( M, P.O. PDX -480
1"'
'~ \ \ ��D ��b MA1 TAI'OISFt1, MA 02??�9
\
5C&L : I' -30' PM: JANUAFY 3O, 2001
1T;5T PIT # 2 O 30 60 90
1
IMI-r5 Or 5' OV -W1,, \ C7 /
115t PIT # 3 \ \ \ \
6 9 11;ST PIT #I \ \ J Prawn C3y: P.M.P.
00/ i'UTU; KCS�t?V� �� \ CONTACT P�PSDN:
/ \ \ \ \ \ \ /I�f��If
L N. nOUGLAS SCNN�IC2P, P.�. Cheer tau: N,t2.5.
/ / 12ri1! Hole (Set) \ \ PN, NO. 1 -508-?58 ?866 ,o, No, 915
!'I
Proposed Top of Foundation El.
81.75
27
• 80.3+
10' of 4" 5CHEPULE .
40 FIX PIPE �" A� ace 79.75
f;-6 ( V in.) 5 of 4" 5CNEt7i I E -�0 f'VC t'I('E
79.50
W
-3"—v 1 -m 6'-3"—��_____6' -511 ►-1-m -6' -3
514' -011
TOP VIEW OF LEACHING FIFLP
"NOf TO SCALE"
.2+
FIN15H
"OP�NCO 5Y5TEM5" ( O2 EQUAL) ACTIVAMP
CA ON Ail EIMP ( 4" VENT) w/ VVEATHEP CAP
........ rJJ... - T 1 Ty'� TJ."TTT
I/ 8"-1/ 2"L90L LE WA5HI;12 STONE EI2EORATt I7 5FZr' �5 PVG r'IPE79.25 MIbI2L.E UNIT5 ONLY, 5- 0.5 % 79.00 1 / 8" -1 / 2" t2OLME WA-eK12 5TONE
0 a0a aaaaa 0aa aaa0aii
aaaoaaaaaaaaaaaaa aaa' (Mn.)
a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n o0 0 0 O O O O O O O O OO O O0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
79.05 cor�lc, 78.00 78.00 3/ 4" -1 1 / 2" VOLLE 79.20
h"I" _ � y 3/ �" -1 v 2" noL�L� wAs�n sroN� ao�'Tonn o� rya ro ff.L�vEL v�JAsl-�n sroNE
`4tellor FI. EI. " SCHCr2 4 79.00 78.83 TYPICAL PPOFILE OF PaYFTHYLFNF CONTACTOP 100 UNIT5
~` • SANITARY E5 78.50
11T41TE GA5 t3APFLE <t2EF ECTM) t215TP113UTOK: AFNANCEn WASTEWATEt� SOLUTIONS �+' < ,ti", n,>
= 74.25 ':, 75.05 for PrPLECrOI? Iro PF 1, 2" C WA! TEE
10 6" rAIN CVU5NEl2 STONE PA5E 51;1 "OV1 rZnIG NOtE" DELOVV
(Min.) ...
1,500 GAL PPECA5T CONC. SEPTIC TANK 111�_Elev.
"H-10 Pt2017UCt" — -
(J & R PFT -CA.5T. INC OR EGUW.) Soil Motu lnq
''OVEPP16 NOTE"; SEVE 51LE % MAT MUST r'A55 51EVE
J'✓NL '� i?EO1AFTI2, CONTRACTOK' 15 TO PE,VOVE ALL LOAM, 50501E A.KJP OTHER # 4 100%
UN'%ITAPL.E MA.TEIZIA IN THE AREA t3ENEATH ANI2 FOR 5 Ff. ON ALL 5VE5 OF # 50 107. -100%
TT1t LEACHING FACILITY. EXCAVA,TEt2 t�1A,TERIAI. I5 TO PE ITEPLACEt2 WITH CLEAN 0 O % -20%
'O.AP5E 5ANP FREE FITOJ!. CLAY, FINE5, OR OTNErc LN5U1TAME MATERIAL' ##10100 O -5%
IN ACCOrVA%E WITH VOCMr? 15.255( 3) CON11?ACTOR SHALL Pr20VIt2E A
51EVE AVLY515 OF FILL WITPIAL. THE FILL 5HALL Nor CONTAIN ANY MATERIAL POTfOM OF EXCAV,AT1oN TO PE LEVEL AT EL, 713, TO PorTOM of PEr?C HOLE AT A 54"
L-VaI? TI-WN TWO INCHE5. A SIEVE ANALY515, USING A, # 4 51EVE, 9-LA 1. PE AT' TE5f PIT'#2 ( t7Er'TH I�EQWF,12/ PY THE VAII rWOUTH DOAR'J OF HEPLrr+ AGENT)
PEITFOPk'-EI2 ON A;T-r, E5ENTATIVI #AMPLE. Ur TO 45 % PY WEIGHT OF TIC ( ELEVATION TO G`E VERIFIErI PY ENGINEER IN FIELI2 PrzIOrT TO INSTALLA110N)
5A1ti1PLE MAY PF f?EfAINEt7 ON THE 4 51EVE, 51EVE AWLY515 &50 MALL
Of r'EFY-CI?MEt2 ON A FRACTION OF SAMPLE PA551N64 THE # 4 51EVE, 51,1CH TOP OF FILL PErT NOTE TO EXTENrI TO EL- 79,5 < TOP PEA 5T0NE)
ANAL Y515,VU5TPEMON5TRATE THAT'THE tAATERIAL MEET5 EACH OF THE A'1'RoX. VOLUME or 5A,Nt2 mouiiTEr7 - 160 Cu. Yds (20% cmy y tea, Allowance)
FQLLo✓VIN(A5MCIFICA.1ON5 TO THE RIGHT: -
211 C Min,) I/8"-1/ 2" POLM3 VVA5H�P STONE
1711 3/411-11/211 OL
4'1-11/2" 3/41' -11/211 3/�" -11/2"POLL3LF WASHELt3LF WA5HFP nOL0LF WA5Hrn POWLF WASP--P
5TONF STONE 510NF StONF
_O,, — �' /L 1 _O1 I 1 /11 _O► i 3' ' _Or 1
25'-011
TWICAI, X-5�C nON OF LFACHING FELL?
"NOT' TO 5CALF"
6�N�P,& NOTF,5:
1. UNLF55 OTH�t2Wi5F NOTft), ALL 5Y5TEM COMPONF-W5 ANP CON5TP ICT10N
MWHOP5 SHALL CONFORM TO 310 CMP 15.00, MIX 5 OF THE 5TAS
ENVIRONMENTAL CODE ANP ANY APPLICAM3 LOCAL P1;GULATION5-
2. ANY AN12 ALL CHAN6E5 TO THI5 PE516N PLAN MU5T PE APWOVEP PY THE
PE516N ENGINEER ANP P0A) 2 OF HEALTH.
3. PE51GN ENGINEER ANP LOCAL POAW OF HEALTH APE TO PE NOTIFIFP PPIOP
TO PACKFILLING WHEN THE 5Y5TEM. 15 NEA3.Y COMPLETE ANP MA12Y FOP'
INSPECTION, TM- SYSTEM 15 NOT TO BE [3ACKFILLFP WITHOUT FIR5T
013TAINING APPROVAL FROM THE BOARD OF HEALTH ANP PE56N FNGINEEP
4, CONTRACTOR SHALL VEPIFY A -L UTILITY LOCATIONS PPIOP TO CON5rRUCT10N
TNF'OUGH PIG 5AFE ANP OT}tf' APPROWIATE AGENCIES, ANP REPOPT ANY
PI5Cl2EPANCIE5 TO M516N FNGINEFP.
5. CONTRACTOR SHALL N011FY THE M51CAN ENGINEER OF ANY ANP ALL
PI5CRMANCIE5 FOUND MfVrrFN THE 51TE CONPITION5 ANP TH05E 5HOIAN
ON M51CAN PLAN PPIOP TO THE CONTINUATION OF WOPK
6, 5E1"11C SYSTEM COMPONENTS SHALL PF H-20 PPOPUCT5 IF LOCATED UNDER
PPIVFWAY, PAMING OP Off�R AMA5 5WXCT TO VF-HICULAR TPAFFIC.
ALL OT I? SYSTEM COMPONENTS SHALL BE H-10 PPOPUCTS
7, GROLr OR CAST IN PLACE ROMIG POOP 15 TO M U5EP VVHEPE PIPE5 ENTEP OR
LEAVE ALL CON0R,S 5TMJCTURE5 IN OPPER TO PROVIPF A WATEPT1GHT 5EAL.
8. USE ALL 5CH�PLNrF 40 PVC Op 9W 35 P'✓C PIPE tN PI5P05& 5Y5TEM A5 SPECIFIED.
9, SLOPE 5OLIP PIPE AT 1.0% & PEPFOI,ATFP PIPE AT 0.57. IN LEACHING CI- MC3EP5,
10. POLt3LE VVA5HEP CRUSHEP 5'ONE SHALL PE FPEE OF ALL PINT, PU5T ANP FINF5.
11. TH15 5Y5SM 15 NOT 0F5IGNI;P FOP A 6AP.I3A6E 015P05AL UNIT, WATEP
50FTENFP OP OTIrf 2 HIGH WA TEP U5AGF5.
5MAGF 1215PO5& 5Y5T�M P�51GN PA"A
FLOW PFQUIP.FMFNT5: 5P2TIC TANK 51ZF:
TOTAL NO. OF PPOP05EP BEDROOMS: FOLD ( 4) 440 GAL, X 200% s 880 6AL5, PE%4N CAPACITY
MINIMUM PE5 AN FLOW 110 GALLONS/ BEDROOM/ PAY IN5TA.L A 1,500 GALLON PRECA5T CONCRETE 5EPT1C TANK
DESIGN FLOU✓: 4 (3r)PM x 110 GAL/ BPPM o 440 GAL/ PAY TOTALS
LEACHING FIFLP WITH CHAWFP5 TOTAL NUMBER OF FIFLP5 1
M516N PEpC RATE: I INCH IN 3O MINI M5 TOTAL NUMPFR OF CONTACTOR 100 l;MT5 - 24
PE516N 501L TXTLPAL CLA55; CLA55 III TOTAL LEACHING AMA -R 1,350 5cl.Ft,
LONG TFRM ACCEPTANCE PATE: 0.33 TOTAL LEACHING CAPACITY 446 GAL./ PAY
BOTTOM LEACHING AREA s 25' -O" Wide x 5,4' -0" Lo - 1,350 5c1.Ft•
1,220 5cift- X 0.33 GAL/ 5ct.Ft.- 446 GAL. LEACHING/ PAY
PATE OF PERCOLATION TE5T5: NOVEMnl? 30, 2000 ANP PECEMMP, I, 2000
INSPECTOR: 5UE GRFFITH, HEALTH AGENT
501L EVALUATOR; N. POU6LA5 5CHNFIPFP, P.E.
FNG, FIRM; N. POUaA5 5CHNEIPER & A550CIATr-5, INC.
t2epth TE5T PIT # 1 Elevation Pepth TF5T PIT # 2 rlevatm Igeptk, TF5T PIT * 3 Elevaum
0'
61
30'
IN
132"
I-6fi"
' HORIZON A
( Top5oll)
LOAN
10 YR 2/2
HORIZON B
( 5ub5ol!)
LOAMY SAND
10 YR 5/6
5011 mow!ru-
76,4 —j— 0'
75.9 o z 6'
—L_ 541
69,9 78,
HORIZON A
C Topsor! )
LOAM
10 YR 2/2
HORIZON B
C 5ub5oiU
LOAM' SAND
10 YR 5/6
� Sod Mottling
C3 tom I'erc Nde
L HORIZON C
SANDY LOAM
25 Y 6/3
Packed with Gro 1
and Cobbles
75.8 0'
75,3 6►
73,3 301
713
69,3 601
HORIZON A
C T0p500
LOAN
10 YR 2/2
HORIZON B
( 5ub5oil)
LOAM' SAND
10 YR 5/6
76.1
75.6
73,6
71.1
66,1
65.4
PEPCOLATION RATE: I INCH IN 19 MINUTE5 PERCOLATION PATE; I INCH IN 22 MINUTE5 I'MCOLATION PATE: I INCH IN 15 MINUTES
MrTH OF I'EPCOLATION S5T: 6' -6" P2 M OF PEFZC T:5r: 4' -6" ANP 6' -6" M-rTH OF PEPCOLATION TE5r: 5' -O"
501E TEXTUM, CLA55: CLA55 II 501L TEXTLKAL CLA55 CLA55 II 501L TEXTUIZAL CLA55- CLA55 II
PZ PTH TO 501E MOTTLING; 2' -6" mrTH TO SOIL MOMING: 2' -6" DEPTH TO SOIL MOTTLING: 2' -6"
FZEPTH TO 6POL1NP WATM: 9' -0" mrTH TO GI?OUNP VVASl?,: I I ' -O" t2EF'TH r0 6WUNt2 WATEt?: 10' -O"
PAM, Perc Hde'''
HORIZON C
SANDY I-
2.5 Y 6/3
Packed with
and Cobbles
Water table
65,4 108,
AA 9 11�77
'ING GRADE
= 73.0+
66.8 I20"
64.8 128'
3 Ferc Hde
HORIZON C
SANDY LOAM
2.5 Y 6/3
Packed wb Gm
and Cobbles
Water fable
I I I --
Rev. # DATE t3Y I t2E5CrnON
POA?n OF HEALTH 5TAMP5
P E , 5TAMP
N.DOUGLAS
SCHNEIDER
CIVIL
tio. 30543
�G► SIT G�%
/ / ` w' 2 -Of �//
P,L5, 5rAMP
POApn OF H�A.TH 5rA.MP5
SUC 9PFACE 5�WAGG n15P05AL PLAN
APrLICANT: JOHN P, PE1Z6EpON
OWNFP: COPNFLL FAPM IT,ALTY TM51'
POn, ON OF A55F550P5 LOT # 19 ON MAP # 20
51S AOM55: POCK 0' I2UNPFF rOA19
50. PAPTMOUTH, MA. 02748
FNGINFFPING FIPM:
N. POUGLA5 5CHNFII2FP,& A550CIATF5, INC,
PPOFF5510NA, CIVIL FNGINEFP5
I COUNTY PP, P.O, PDX 480
MATTAP015ETT, MA 02739
SCALE: I' - �0' PAS: JANLIAPY 30, 7001
0 30 60 90
CONTACT 1'FP5ON: pry au' t2.M 12.
N. POUGLA5 5CHNFIMP, P,F. Check 134: N17.5.
PH, NO: 1-508-758-7866 -1o6 No, 915
5H��-r 2 OF 2 5H�F r5