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kuNSERVA
ION DEPARTMENT
Community Development vs
August 14, 2014
PaulHutch-ins
12,1 Farn-urn Street
North Andover, M' 01845
121 Farnum Streets North Andover
Septic Sys ading
Conservation Conditions parva C #129
Pursuant to sections44.2, the North Andover'Wedands,Protection Regula on , Douglas J. Smit f
Sols 'th Designs, r r sentat ve the owner, ed a l � t application. for workproposedat,
1 1 ' m �t x e. , North Andover. The work consists r p t grading . soei d,with a septic system.
e� .eeme t , � --foot Buffer� Zine), sdepicted n the. ec * . i ply . All wore
. tie place inose than 90feet from the,Bordering Vegetated Wetlan .
Duriligthe August13, 2044 public inee & g, the Nottli.-Andover Conservation Com ` sion AC voted
unarru-nously to approve this proj ect. ,'rhen,dns ate hereby ated
RECORD DOCUMENTS: Applie t on,Checklist
Narrative: Work in the Buffer Zone, located at 121 Farnuin Rd.
Site Plan': Paul a to , 121 Farnum S . North Andover
Revised:,July 9, 2014
Application Reee ed: gu
,, 2014
Prepared by: Douglas J. Smith.
15 Foxberry Drive
Nem Boston, H 030,70
1
1. rosi � e nt, s 1,2-inh silt � e wei e pry ,r t i e meet, , ,nd ho ,,d ei a
place until,removal is approved.
2. Thee wetland marl er 2 round, 1 square—available for purchase at the Conse vaion prtmt
y
shall be installed at the edge of tree line adjacent to the resource area.
1600 Osgood Street,State 20,3 ,Nora Andover,Massachusetts 01845
Phone97 .6,88.953 'Fax 978.688.9542
Upon f *ass growing and ready to be mowed), the applicant/owner will contact the
Conservation Departs for a final site inspection and approval to reg-nova to erosion controls.
Should you have any quest-ton or comments re g the contents s, letter Tease + n hesitate to
contact the undersigned at 978.688.9530 at your earliest convenience.,Thanldng you in advance for your
anticipated cooperation With this matter.
4
Respectfully,
NORTH , CONSERVATION DEPARTMENT
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r'Hug ies
G nservation Atrator
600 Osgood Street,Suits 2035,Norte Andover,Massachusett5
Phone 978.688.9530 Fax 978.688.9542
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,7 o il. So iI.vmith �cion.c o tl [(CNPPONEAT ION COMMISSION
August 4, 21
Town of North, Andover
,Conservation Commission
1600 Osgood Fid
Subject: Narr tiv for work in the bufferzone,e, located t 121 Farnum
Dear Conservation:
I have prepared a sewage disposal plea for Plain Hutchins at 121 Farnurn Road, tax reap, 107�-A
lot 59. Hydric soils were delineated on July 31 2014 at the southwest area f the property. I.
installed Wetland flags Al —A8 in the presence of the town North Andover conservation agent
which was agreed up n. The approved septic system plea is located 12'f'r rthe closest
wetland d flag. The closest area breakout fill'with 3/1 shops, is, 91 feet away. 150 linear feet of
wattle,were installed L inspected. Eines ' its a revised, plea dated l 31, 2014 showing
the, 25"' 50'and 100' buffer zones and the existing culverts.
The, systema needs,to be, installed in the loication proposed because of'the approved deep hole
tests any movement to, achieve a greater setbaick.distance could pose a threat to,separation
distance t ledge.
Sincerely,
M
Douglas J. Smith
S it filth Desigris
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!'NSERVATION COMM,ISSION
APPLICATION C S SSmall Project
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Prqject Loc tiott, M &Y, 4�2
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,Appi cant.,, , Address � �_ � Phoin e. �
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Section 4.4-The ll nt has read and nder t .n d the applicable r ulation s
The plicant maintains that the project falls w tIrtin the small project,category below:
A. Open slotted decks,without roofs,equal to or less tfn :n 300 square feet surface area,inclusive
of stairs and ramps,whith are,to be attached to an existing home,,where soil disruption during,
construction.is limited to less tlin 50 square deet,and where no permanent soil alterations are,
plamied under the footprint offfie deck
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B. In kind replacement x t yng decks,regardless of size.
D C.Sheds r o hrtbuil�in Igs of less,than 100 squaret,which.areto be placled on footings,
not permanent foundations.
D. Sewn system connections as required by flieTown of North Andover.,
El E. Unpaved pedestrian,walkways,fon,private use.
F.Patios lessthan 300 square feet not requiring excavation or grading.
G. Pruning existing tati nnplanting new vegetation,, nen r nin .
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Fences and t nAn+ walls which do not t alt r the flow of surface waters nor alters wildlife habitat
or nnnnn. nt.
El' 1. Conversion of non-permeable,surf-aces to,permeable vegetated surfaces.
J. ttier similar projects minimal Imp ,ins d t rmin�n y theNorth, ,n�n over Conn. n� ati n�n
The local Wetland Bylaw filing fee 25 has,been included with this application.
A written narrative d ri, tions/scope of'work of the r se I .r'e cit and potential 11ripacts to all wetland
resource areas has been 'included,.
luded.
The applicant has identified 1 clearly marked all wiletland resolurce area boundaries i in.the field.
Two, 2 copies a " ® ' scale other as deemed appropriate by ' C n urban Commissioll or,
agent thereof) drawing showing n�, xi tinging and proposed conditions .the delineated Bated wetlan d resource,
areas, (see plan requirements below r additional tail).
pre-constrLiction/pre-approvaI meeting was meld on site,between the applicant and a representative XJif
ifie Conservation Comm ssi n. Date of Meeting:
The linleated resou cer boundaries have been confirmed by the Conservation partm nn.t as
Effie c five I ' 11/06 1
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August
North Andover���M � 21 a Street
1, 2014
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.w Sly' Horizontal Datum.MA tat pla a Coordinate System,Datum NAD8,
RoadsMeters usingprovided y Merrimack
ORT Valley Planning � P date by�e'Tuai of
ni Easeme nts � ���� „ NNorth Andover,Additional data provided by the Executive Office of
MVPBoundary $6 1 6
616 Environmental AffalrslMas's I'.The Information depicted on this map I
for planning purposes only.It may rrrnt b adequate for legal boundary
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NHESP Priority Hanan tdeft definition or regulatory Interpretation.n.TINE T�C1%,�ti N OF NORTH ANDOVER
Parcels Mn. MAKES NO WARRANTIES,EXPRESSED D Ofd IMPLIED,CONCERNING
THEACCURACY,' COMPLETENESS,� L,I IL,NTY,OR SUITABILITY
NNra,
i�N)100Year aNM� P THESE,DATA.TNtI T t 1='NORTH ANDOVER f NOT
9. 500 r Pt rad l l � % k ASSUME ANY LIABILITY A: NAT D,WITH THEUSE MISUSE
OF
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:M Wetlands "" AwA rav.""� THIS INFORMATION
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1,'' 59 ft
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NORTH ANDOVER
+0
TYPIICAL EIS CROSS SES TION TFI p '�
PIPS 011 FINISH
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11' a�1aa1 11C TO 1/2DBL WASHEO
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00NENTSt
HT1 TaP5OL 40 PW PVC RPE m-o Waff
& ACO TAP WATERMS 5'AM
AROUND BW LAYER IS TO REMAININ PLACE � w
GENERAL NOTES
I-TEAS PLAN 00'0 N01'R PRESENT A PROP E RTY BOU'N DAR SIJ ITVFY OR ENG IN1.I:ltEl')SITE
PLAN.
2-ANY DISC REPA ISCY BET�w�w'EEN IIIESE PLAINS AND THE A.PPA I ENT F'1LD CONDITIC)15 To I1I
REPORTED TOTHE DES[GN ER PRIOR T CONSTRUCTION.
3-ALI,Mlltl IS TO CONU'"LY WITH I'Z I[E NIASSAClit,J'SETTS 3101 CAl RV 5,15C1 COII3E("I't'rLE d), It
TOWN OF NORTH ANDOVER BOARD OF HEALTH REGULATIONS.
LOCUS 1�� � 800' - —
4-CONT RACTOR TO CrrIVE T11E�Ill°%I<;,"N ER 48 FIGURS NOTICE'FOR'111F,RFQUIRFD.A L1I IILT F'L
S-T'IIIS SYSTENI IS N01 IDI,.Sl(iN1;0 FOR 141 USE 017 A GrrARI AGE 1)1 SPOSA L,II=ONE EX Sl S IT I TESTI PI L ESTPIT LOG
I�1I1ST BE REMOVED. B Traa�aa:a ST105 all TawT a.X11
a a1�a�1a1r L t Ia a, �+ 11ATIONAL Il Ste, It
o N ANYWAY,,TIII I.ES1 CwE ANl)T'H ,
1 T1� 11I��a'2�a TF"4 ELE�' 1CaI.31l�
�m IFANY I,A,I�1°CaF,�.1"ITIS 1:1'0-SIC;Ff 1S T(�LTI a'�LTIIII��17 I � � EL� "'�7�.7 r
APPII.OVI1`G AI1"1°1110HITII:�'S SIIALL BE MYTH; Ili WRITING BEI RE C.1~NS1RUC1IC3I�11ILCrI'NSM r ELEV 98.89
DATE .1'A--P 14
7-I I::"F,II..I"'IFI'THE LOCATIONS,ELEVATIONS AND TIES SHOWN,O 1-1I1'S PLAN R.E.SULT FROM A
AC-F AL StII1VLY MADEON THEGRC)w1:NIT(NIKON'332 TOTAL S-TATION USE1 ON MAY t4,2014' 0-44" FILL 0-20"t FILL
--------........m.—._._,.m DOUGLAS I,SMITH RS 1155
w ," ar SWLOW
SYSTEM SPECIFICATIONS
A I M 2/2 FIff WJOY LOAN — 7
011
II-3 II1mI1III3I�M HOUSE,II IL1(:PD I'I�.R,111a1)1t1"�OM�3300 GPD:,PERCO A"T ION R:ATE,8 MIN PER INCH 5511 —82"C
w"C =sus 1O7F/P M 27"'-43"' i a��ll� �a a
33,G?M-550 Sf.FT REWIRED 570 SQ.ITC'.,PROVIDED 3'X 15°
'-"1 I11S PROPERTY IS NOT wI I`11IN'I`HE DESIGNATED WATERSHED OF I.,AIS,E C CHICHEWICK RMT 31r 5%t
wr S j-
10-,AAI,PIPING TO,BE SCIII:DI<I1mE 40 TP'"5 E:LEV 101. 1
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MAY 4" 20,14 SIAM EL 99.6,3
I 1-TEST PITS 1,2,3,4 AND PRC TESTS I BY DOUG SNIFI`II SOIL EVA UATOR.#NIA.SSE 2267, DATE _ � 14_2101
WITNESS ED Y ISAAC`R WE B O,Hl,NORTH A V �MAY 14,2014 SEE TEST F'IT PROFILES O � TEST ��
PLAN. P TEST 40' VEEP 0-24", FILL
1.07 START P ' 24"—,3,8,"
17 EXISTING SEPTIC TAI�II�TO IIF DUMPED C 1tt�IHEI3 AND RI�.hIOVEIT NEW I x1011 GALLON 1.� P �� a� �/z L
FRAME
h,1ONOLITHLIC TO BE INSTALLED,FOLLOWED BY A 1000 CIALLCII`I NtCINOLITHIC PU IP CII.AXJDE� 1:28 12""
DISTRIBUTION BOX TO BE OUTLET BO 1120 CONCRETE&WITI1 EQUALIZERS SUPPLIED BY SII1v� � �® ��� ��
C.Q1"�I°RETE PRODUCTS, " 38,"-60" ' r
13-4I1SIpPVATIICI PORTTO l':1Ii INSTALLED CONSISTING OFA PERFORATED4"PIPE PLAC 1:mI " TI w� 7"" ,aa
VERTICALLY INTO"III STOaNE TO THE STONE SAND INTERFACE,THIS PIPE TO IIT;CAPPED WITH, � � 64'
A SCREW CAP AC'C ESSIBUI TO WITHIN 3"CSF FINAL GRADE AI.I.SYSTEI%1 CO,NfP;LNITS TO BE
MARKED WITH MAt:+N I-,TICry TAPE CSR COMPARABLE IkfI-ANS IN ORDER TO LOCAT1°141M ONCE
I:ILIRIETT. ,
PIT LOG TEST PIT LOG
B�4�B OfTi 1 '�'1��+1. '
T"�araaaRDS OF THE B Ted"MMSTAN "IHE
ISI-IT IS REC`CII�fI�IENI)ED THAT SEPTIC TANKS BE PUMPED OUT AT LEAS1"ONCE EVERY 2 YEARS a�Saa�XD a1AI1'1 AR a S F 1� � RCS r�A AL COOPERATIVE S01L,SUR%lE",
TIS I Immt3mmW" 102.113 TP 2 ELEV 101.40
SHWT L IT ELE4N'ISE
,90
SAL LIP " VARIANCES DATE0.63 SNIA
—1 "
DILL
31,01 CI P 15,.405,h A REDUCTION IN THE ' S PAI ATI , 0 "A aaa�a 3/3 2 r rREQUIRED BUM THE BOT70M OF THE SOIL
��
SYSTEM AN d
t
HIGH GROUNDWATER,a�.T , I E w'TIN A 1� t 16"-22:"' 1 1 arm N,E +'r ani
RESULTING IN SEWAGE ABSORPTION SYSTEM BEING, w"AW a se+,raaal l FRV8LE 6"-22" 13 i a 1 /6RANUtm InN skur a '
HIGH GROUNDWATER WITH , ' .MI, PER INCH P "rE �. as
22"-32FROOLE
ww am 4l/6 r sqvY a� bw �a�+*' ��r�/� aha
310 CMR 15.,405(0), A REDUCTION OIC" THE R °II ELITE � • 11 1
A TWELVE IIT SPERATIOI ETWEEN THE INLET' AND OUT( "— 64-C =43/ la sap
at 1 as
IEAND HIGH GROUNDWATER NOTE TAN S SPECIFIED W
al-r
INSTA11ED WATERPROOF RUBBER BOOTS ANIS CUMPS
OW
I� INFORMATION
SOIL C . I I CAT''
f:IWI;It, PAUL HUTCHINS,021.FARNUM'ST,NORTH,ANDOVER ll 0194S 9,79 06 3337 I certify Haat I am COrreiltly approved by the Department of Enviranmentol
"LAX MAP 107�A LCAT 59 litf I"C1II 7(�j-�'YAHOO.CO,\I Protection pureuent to 310 CMR 15.017 to conduct eoII evaluation$ond that;
REFERE CE DEED: 11 I3.4-162 PA E 335 SEE ELATE 01'LAND PRt?I"AR1-,D FOUR SIDNEY COLEMAN' the above analysis has been p rf`orrr ed b e c ansistent.with the required
I:3ATED MARCI 5,1 S AND RI„C'CIItI'il)IN THEESSEXNORTH D STRICTW RECHSTRY OF011 I DSAS' trraining,expertise, and experlenne desccribed In 310 CMR 1 .1117»1 further
certify that theresults of m axil evoluration, 'a Indllcated on the�attuched soil
fwLAC"IIX1;11, evaluation forma,pare accurate and In occor+dlance with 310 CMR 15.1I7
through 15,1107,
DOUGLAS' J. SMITH, R-S-#1155
DOUGLAS J. SMITH, Ma soil evaluatior se 2267
,
L �G E N PAUL H C S
IRON PIN ° wr1 JM CM A NO"RTH AND.10"VER
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GRANII-FE BOUND MILL HOLE
�6;
UY9 2ln
cDo Src�r1 a arr�I. -- arc ISI* "� � ""�. �� 59% JUNE 1 �''�..�” ""
IBL KIM a STOCKADEMCE
I1III'1a1�eR1IREVISED JULY 3 1 2014
SHEET 1 OF
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NORTH ANDOVER
�91MSFAVATIQN COMMISSION
TO ROSH GRACE SET"Tta TAIIx,Pu31P CtiASfBER AtI1!0 BOX SHALL BE ETTNER: ------_ 0 BOX WX I REOU)PE A RISER T[3KEY EL Lf11 I�IQ BUILDING SEWER LINE nTnll�eR MSN GRADE CEN iASEL 1800 twT HT
wnnBcNTr13Y RL aiulR sir" sY rFtus flFFruaC GRA DE r ctz€xc€cXs 9'
SHALL L HAtIE WATER7tCHT scIIE1I 4O PERF, e PIPE"
TOP CONCRETE 10.4.05 & ALL T K OR PISTAU_ER USNG Nur tat SrNINME PCXR S�AILR SPEa1I3Elt
TYPICAL E! CROS SE TION CELLAR fi7t1.B2
JOINTS BE LAID � BY THE CONCRETE OR�uaTERw stIPPUQt - O �isls c�RI 5.24 y WASHED sIKINE s .trod
- A COMPACTANO FIRM EASE n �t�veR0 BOX talDs CO cT€it
3 PIPES 5`n,c. FINStI E-2X CDN 9N HOUSEOUT° 5,4,78 -f' y LI llAt T�PtW COVER fi OUTLET�t X IBL T ' TO YEMr r :
y�
2.5' 2.5' tua.rfs FIIdPJ_%,75 9`R€IR I -.
SEPTIC TANK IN.° 99.013' - 1134.75 OVER
SEPTIC TANK OUT° 98.78' :• t94.Tgp n !! z'SCHE a PIPE ca t rr sa. z 3
PUILIP IN 98.7€1 a Tal'cc1LICR€r _.
T2'4AN IIs•TO t/2'DBL WASIED STORE ;. rte. __ 417. :.-.... - _. : P I=sTT7ro€Ta 'ae't
� P1IMPOLIT 98.45 1oc3az'`.�.� °•r s.•ams '* � _ �' i`�' -'
(310 CUR 15°247) PUMP 95.041 TtDaR- t epc J_
.. tiONOUMtK
r�9_ a• srl =$o a•# 4 t 112'IOL WASHED STOR L1-6C IN° 192;82 ROPO,S,EL3 � . •, � ,r� ��
a•a f,a:a o o;o,c1310 15,247) ,C-BOX OUT' 102,65 9a.2s' 2 OOMPAR JP""0, � _ 3
a#.eti • Peea - - a'< _ ,. _.t t1GAU-ti. ..-.. - - IF[V,=102.59 ittK 102.4[1.: 13 T.=1B1.9f1 fi -'.. - .�
o e. `o _ oe. START PIPS IC12,$ IfI LOAUIN _ 1 1 j2'I3DL WASHED STONE SIT
- . , 1f3 LOA171N 314 CMR 15,247 `
- t
ENO PIPE 1t12,4tI` d 4s,DC3 =142:82 { ALL SYSTEM COMPONENTS \
t aAIION eta 012.05.
tdFRft TSIXL& ` 40 PTRP F9Pf YO,itNL€CSEPTIC TANK 4----. P=f3]E Pkarltf
FIELD BDTTaI.t SHALL BE _" _ - \
BED BOTTOM ID1 4(3 911.75 LEVEL AND NON-COMPACTED SHALL BE MARKED WITH s�
PROM€ AND sva€WE OFF FLOAT 6"FROM FLOOR WITH MAGA1ETIC TAPE
#a rca TOP OF STONE 102.90 Wj r smE BED(alc'To f-11Y) .'95.70
MA 5 ui BW LRYFi2 IS TO REMAIN I A M IAI€�LItC FINISH GRADE: 1tl3,9t7 rArllt�o TANK aEtA1L 0 FI CJAT 11'FROMFLOOR rTctT1 PRarRE PER 3111 CHR 15:.21(11)
1=1tOTct>: ALARM FLOAT16.5"FROMFLOORIlk-k
-.
GENERAL NOTES
I-THIS PLAN DOES NOT REPRE SENT A P2C'fPFItT]'t3i}URII3A.At'SLFRVEI'CiR ENG lNEEKEB SITE
FLAN.
2-ANY DISCREPANCY BETWEEN THESE PLANS AND THE APPARENT FIELD CONDITIONS TO BE /'/' `✓ •j _ ;
REPORTED TO THE DESIGNER PRIOR TO CONSTRUCTION. 69
3-ALL WORK IS TO CQIIPLY]i`ITIITHE hI:isSACHUSETT53I9 Ch[RtS.SIC111 L't7U1:(1["ILC 5).TIIE 'S� -. �q \.
TOWN OF NORTH ANDOVER BOARD OF HEALTH PEGLLATIONS. ��. r t��-('.f. `€'��`"� �� � LOCUS. (1 = 80lf f + `_J
4-CONTRACTOR TO GIVE THE DL-SIGNER 41I HOURS NOTICE FOIL TRIC REQUIRED AS BUILT PLANS. �� � `V ,t;'�`fC 0 _-- --
� / TEST PITL(-G TEST PIT LOG
3 THIS S]''STE4t IS NOT DLSItrI+:LI7 FCSR`II.1L USEOF A C RitIIRCiL DISPOSAL,iF'€3E EXISTS IT f - - f _.
NILST I3F REMOVED �� /yam C5 f �?� - � BASED OR TV sTAtItsATms�THE s rr cId T�ctuscu sTovlanRas or THE
- f - USDA/NRCS NATIONAL 'ERATIVE SCtL SURVEY.USQA}NRCS NA-Uat1AL COO EltAnIi€S(XL STAR.
'! f TP 3 ELEV 100.25 TP 4 ELEV 101.39
6 APPROVING
OFT1Ii51SFSHA LBE BE IFI E IN INITING AY,THE DESIGNER AND TBI; /. 011 1atZ�It`w.�ttt1 SHWT ELEV 97.75' Q SHVIT ELEV 98A9
A11 itCSl"1NC AtITIl CSR1TIFS SHALL BE NOTIFIED IN[1'R1TIi�G 13eE€}ILE CONSTRUCTION Itf)\t3 E()tNS. �/ V 61 (p L1 l s � 1 j [LATE 5-14-2014 PATE 5-14-2014
7-1 CERTIFY THE LOCATIONS,ELEVATIONS ND TIES SHOWN ON THIS PLAN RESULTFROM AN �� �� � !t� t�r� � -
ACITIAL SUR FY AIADP ON THE GROUND(NIKON 332 TOTAL STATION USLDON\t AY 14,2014) � I � �F 0--.44"" FILL 0-20' FILL
DOUGLAS J.SNUTH ICS 1155 0 e
s f �i 0 sla r1w S01w to"
/ pV Rs ` i=a/a A7d€ss yr tcxea 20"027""A r
SYSTEM SPECIFICATIONS ,` � cp 44"®55 �tT1�LE
1G 5" $2"'' aIa rem Iaarr SAPID "®13"" �Aa s sumer tnAa
8-3 BEDRGO%f HOUSE,l IOGPD PER BEDR00%f=33f1 GPI},PERCOTATICIN TIATE R NIIN P€R.INCH 16� �. � � �rxr��'�cmTnja t
330).60=59 SQ,FT REQUIRED 539 SQ.FF.PROVIDED 38`X 15' � r ` �� Rs'e a Mt ta=w s
33fAT�-sz 1clPspa 1x
9-THIS PROPERTY I5 NOT WITHIN THE DESIGNATED WATERSHED OF LAKE Cf)CHICHE\PICK � �� � CT� 9 Q0 W a1 'IM 70r
ailm10-ALL PIPING TO BE SCHEDULE 41A `� 1"Fa _ [ht7 ---- PP SS�IP34{,I[I �.�• r C"# e --. -_.I TP 5 ELEV 1D#.9(f -- ---_:
4 )k1s [td fl d' MAY 14,2014 SHWT ELEV ,s
1I-'PEST PITS I,2,3,4 AND PERI TESTS I 13Y DOUG SMITH SOIL EVALUATOR T hIA.SE 2267, � � / �����4tj�R f L��AF3A�C3 `���� 15
q- PERE TEST P-I DATE 5-14 62014
IVtFAESSEDf3]°ISAAC RC3oirF.I3,tl.HAC7RTIIANISt3t'EttSiAi'[a.2Ql•I SEE TEST PIT P12f4FILE5[3v �} j 1� t]A LSC 0-•24" FILL
PLAN. ! 11
51-0 P1 PUVP 5600 afo PRC'PEST"4Q"DEEP
1:07 START PRESOAK 24"a3$"A fTTYk s/2 TL"E SAN tam
12-EXISTING SEPTIC TANK TO BEPLAIPED CRUSHED AND REMOVED NEW 1500 GALLON t � � Q E3C f. 701), •. ` � 1:28 END PRESOAK e�,v i�.ArtFRIABLE av
DDISTRIBUTION BOX TO BE b OUTIONOLITHLIC TO BE LET 130%Hg 0 CONC'R E:,WITH EQUALIZERS SUPPPUNLIED BY SHE A � � . � r �BER � ����� '"� •�rj-V� 1:8 1�" -
CONCRETE PRODUCTS, 1 I � A� -1O 1S �.s I� �„�� �'! "Y"a/e rttrx�A3rvr tcteu
ppP ,Ys ► ' 2;12 8` 3S"'-[1"'13 }
r p4 ti_ ��� pNDt t 24/3 8 MIN INCH'® � S)II R OX
13-OBSERVATION PORT TO BE INSTALLED OINSTSTING OFA.PERFORATED 4'PIPE PLACED \!.S �.� �]_
VERTICALLY INTO THE STONE TO THE STONE SAND INTERFACE.THIS PIPE TO BE CAPPED WITH I���� y� � o�°�`
A SCREW CAP ACCESSIBILF TO WITH NI 31'OF FISCAL GRADE ALL SYSTENI COmPO`ENTS TO BE I� f �Rc151 IV O�7AETR4JL >�'~ r LOG
€+
hfARI;I;CS WITH AfAON`ETIC TAPE OR CtA1tPARAI3LE hfEANS fIti ORDER TO LOCATE THEM C�3\C;F: 1 I 1518 S TQ \ TEST PIT toOG TEST PIT LOG
BURII:IS. i
AND A PROVEDBYSfi�L t 50 i 13 a ON TETFRftCAL STANDARDS OF THE B On TECHNICAL STANDARDS OF THE
NSERV r uA�Rcs nnncru ce�PEnnnvE s Rv usuAt�t 11)71 Xr s COOPERATIVE say 3a€v
14-IT IS RECC311h€ENDED THAT SEPTIC TANKS$EPL h1PED O1I F AT LEAST ONCE EVERY 2 YEARS I y 1'1;10 Ct7A1S]R 1O N $�Ck TP 1 ELEV 102.13 TP?2 ELEV 191.49
I f SKWT ELEV 94.63 SHK ELEV 98.90
LOCAL UPGRADE VARIANCE � 11 � � � �
�.� DATE 5-14-2014 DATE --5®14=2014 _
€3 -
`� 0-16" FILL
310 CMR 5.405 A RED ICTION IN TIDE 4'SEPARATION II T r 2s' >
O"-6"A
REQUIRED BETWEEN THE BOTTOM OF THE SOIL ABSOPTI'"TION
SYSTEM AND HIGH GROUNDWATER,REQUESTING A 12"DEDUCTION � � / � K / � � 16"22"' =2}2 nNE Low
RESULTING IN SEWAGE ABSORPTION SYSTEM BEING 36"ABOVE ��a �`'�! � `` j/ cwa wA�FRABLE 6,"y-22="6 "'516 mE"A"Y L9N
HIGH GROUNDWATER WITH A S MIN PER INCH FEZ(RATE f t t1arTt ate n.NE t".",
22""-32"8 aTd4fiT41LAA rRAB E 2"-60"C 1 SEEP f X
31.0 CMR 15.405(I) A REDUCTION OF THE REQUIREMENT OF
°„v Cs > zsY a/a Pee EtV17f mX fXa@J3
A TWELVE INCH,SI{OPERATION BETWEEN THE INLET AND OUTLET ��� -�ffi �f � 32"-64"C 4,&x $ISI`
TEES AND HIGH GROUNDWATER NOTE TANKS AS SPECIFIED HAVE � � � ���f
INSTALLED WATERPROOF RUBBER BOOTS AND CLAMPSt}ji
OWNER INFORMATION � � � � ����� �� OIL CERTIFICATION
'.s
C3WNL•R.YAULHUTCHINS 131 FARNU'♦f ST.NORTH ANDOVI:1t hf.A.Q1S15 979 641"3331 r�t�,��ia G- `+.1� 1 certify that I am currently approved by the Department of Environmental
r} a Protection pursuant to 310 CMR 15.017 to conduct Soil evaluations and that
TAX h1AP 167-A.LOT 59 HUTCHL57CgYAHOO.W%I ,�•" �04TR i 1, the above cnuiysis has been performed by s consistent with the required
REI'EREISCE DEC Llt#OK 4als�PAG1 335 SI:C PLAN OF LAND PREPARED FOR SIDNEY COLEhIAN training,expertise,and experience described In 310 CMR 15.017.1 further
PLAN#98ARCI{ 1`745 ANIS ttFCORDCD P"I THF,ESSEX NORTH DISTRICT REGISTRY OF DEEDS AS it
PLAN u MA 4aR certify that the results of my ea11 evaluation,as indicated on the attached 5011
F �
evaluation farm,ore accurate and In accordance with:310 GMR 15.100
\p r�- #IsYitUr)h 15.147.
DOUGS J.
5 3 7
DOUGA J.SMITH,Isla SMITH,
evaluator Be 22£'7
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LEGEND SOILS.SIITH®AOL.COM SOILSMITH DESIGN PAUL I�I'�'j��CHINS
*IRON PEN �I GRAPHIC`SCALE JUNE 1,2014 1 F-AN�}NUM T. N i�� �{ J
FIVT H.i 1 D R
GRMITE It t•1 RILL HOLE _--- DOUGLAS J. SMITH, R.S.#1155
Im UTILNY POLE T..A'MEE LINE 4A.+.,t<1 �° a <c m u, to_
S1t1tIE WALL me sEI11A�rt LINE PER CCh�lA9ENT LETTER LAI+II�175E CONSULTANT (`�t� I►�.REVISED
JUL2014 (�
- JULY 1 2014 15 FOXBRRRY DRIVE MAP 107-A I- LOT 5 € UNEP 1 gal+14
�]ANGLE POW I3 STOCKADE fE1kCF v --_-:� - ----. (---I FELL} _
WELL 0 CHAMILINIt PSE I Inch-20 1# _ l w}}���_a N.H.����� REVISED DULY, ,2014
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eEzlOfx c NO. DArEO TLAhII?Fsscs CULVERTS BY r(603)487-2298
job 2014-23
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