HomeMy WebLinkAboutStorm Sewer, Oil and Sand Interceptor and Sanitary sewer compaction tests TQ: �an Feeney I�occhIein Consulting Engineers,Inc. ,�ob l�to. 0�4-087 Date 5/2/04
Vail Resor(s Development Company �
P.o.Dox 959 Consiclti�ig Geotecli�iical Eugineers �au1'Report�Io, 1 Sl:ect 1 of2
Avon,Cotorado 8i620-0959 Subjecl: Fil!Observalion a�id Teslin
',� Seweiliue Hackfill
e•
� ; � ��r,`�,5�'y'�� Goi�Creek Rd.
�
, Vail Park and Garage a�Lols R3 &J
� Vail,Coloi�do
Laboratory F1eId •
� Tes! ��l��li Mxximuin Op(imum
� � ar DrY Molsltire Dry Moisitu•e P�rceut PassJraff SoII T�pe
I�ocatlon
o °' Elevalion Dea�sity Conteait Deusity Contea�t Compac(ion
� l�ect) (p�l (%) ti�cfj (%)
1 15'Norfli of Soulh eixd of roadway,East �S.Ot 131.7
7.5 I39,6 5.7 100 Pass Cbxve#1
f theas c rne•o ui diu
2 9'North of Sonfh end oFroadway,6'East fS.Ot 1�1.7 7.5 133.6 6.2 i00 pass G Cw-ye���d
� S ea i er of 'I " �
3 l0'Soulh of Norlh eiid of roadway,3' �9.Ot 13!,7 7,5 132.4 6.1 1 UO Paas G u rve#i d
E !o li a c e•of ildin �
4 7'Soulb of Norlh e��d of roadway,7'Easi -4,Ot l31.7 7.5 i3I.3 (,2 G � d
of outh [coiner b 'ldi 100 Pass Cutve q!
S 4'Srna�li o£North end o£roadway,2'East �4.Ot 131,7 GR.AVE S
of uli�e in •oF 'din
7.5 13].G 5.7 100 Pass Cutve#1
6 19'Soufh ofNorllt end o£roadway,7' -�.Ot 131.7 7.5 129,9 5.6 GRA •L San
of S e st c iner 6 'Idi 9� Fail Cuive�1
7 RefestofTes�No.6 -3,Ot I31.7 7.5 l34.4 5.9 100 Pass Cu���d
z
G V S d
� We�tlier: �Sutuiy [�Cloudy []itain .�0 Siiow Tcmp;6G°Ff �Fill Teste�llY[eets Speciticalious.
=Specification Compaction&1V�atcrial: 100%of S[andarti Proccor ASTM D-G98, '
❑Ft,ll Tesled Doea NoE lYiee/SNecilicAltous as L�dfcated by Tesl Number(s)
�+2%l�2%af Optimum Mois�ure Conte�ii
"' aud Sl�ould beReuioved or l�e�vorked.
o Type and Number of Larth AZovingUnils: !)Tracklioe �ConFxactor Advlaed. •
W � �Fidl Time Obscrvation. []Parl'lfnie Observaflon,
}type and Nunii�e��or con,rA�r�o„u,���$: 1)Walk-behiir�d Pro¢ress Re�arh Tietd engi�eer a�rived on sile as requested ta conducl
_
co�npaciion [ests for lhe sewerline backCill crossing Goi�e Ci�eek Rd.,sou(h of 014
lvimiber ofPasses: Varies Tbiekness olLlft: 12"f Gore Creek dupiex. According to t(�e contraetor, 2 li, of rock and 6 It. of fi1i
'Vlediod ot Adding 11�oislure: None � material�vas in place upon the 2°d a�czival. Na[hing was ready on the 1'�visil. Tlie
�.l�i� � areQ was approximately 25 x I8!t. The final I,5 ft, of FIl uialerial was not lested
s repori pmscnfs opndooia fomied aa a fasull of mir a6ueivnlions oI lill pin�eemenl. We lie►�o relied w�N�e oohl�c6or lo
-- onlinue epplyJn�[Ite reoornmaided ouiu��cGve��a�� �no�y��� �o tlie 1511 t�ecause il wil! be rernoved a� a later dale/lime, SCCOfdlllg (O l�lE COri(TaC10T. Tesl
dRiiag limes►Whdi our a6se[vCr is np�
'��bscrving operaeivay, Tesls em made of Iha fift aily xs IxJieveA nccessary lo calib�ale onr observet'a judgntwu. Tea[dala i�eauUs iudicate lhat moisture and density tes(s caken al the above loeations have
�ane nollha sole luisis fa apinim�s oa wlielhei pio Lll mcels specifca�ians �
o inel projecl specificaUons. Conh�ebor was infoinied lhal[he�SII rnaterial may need
° to be inoisture It�eatedifcit weali�er continues.
��opies Tu: Doug Thoinpson,l-Iyder Constiuclion;AobeiY�itzgerald�42/40 . Don Sne�cl
z►ichitechu�e,Ine,;Peler Momne,A�Ionroe&Newell;Mark TaiYali,Peatc L�uid Scolt B.Myers, P,E.
�:onsult�na Field Engfneer • fSpproved�y
Tq: - Da�Feeney . Koechlein Consul�ing Cngineers,Inc. .�ob No. 04-087 ]late 6/2J04
Vaii Resorts Developnient Co�npany ' Dail Re
P.O.Box 959 ; Consui�iug GeotechnicaI Engineers Y portNo. 1 Slieet 2 of2
Avou,Colorado 8!620-0959 • Subject: Till Obseivatiou and Testiu
' Sewerline Backfill
n, � ' ' Gare CiEek Rd.
, � Vaii Park and Garage�l Lots P-�8t J
� •
Vaul,Colorado
; Laboralory Rleld
d.- ]�eptJi Ma�tjmnni Opli�num
�- Test •oe Dry Mofstare Dry Mofsture P rceait PRSS1Fn1! �olI
Location � � Type
� No. Elcvatfon Derisfty Coiitenl De,usity Content Compaciivn
I (��ee1) (N� (%) (��cn (%)
8 8'Soulh ofNortl�end otroadway,4' �1.St 131.7 7,5 134.9 5.9 • 00 Pass G1uve 1{I
of o he st ni ro 6 'Id'
9 !8' Soalh of Norlh e��d of roadway,9' =1,5# 131.7 7.5 13J,9 6.2 UO Pass Cu e i!1�
E l o Soutl�ea co • f ildin ; �
10 18'Saulh ofNaitl�end ofi�oad��+ay,3' ;1.5± 131.7 7,5 134.2 6.0 100 Pass G G�lve�i ld
W t So • er f il ' �
. GRA EL and
z
° Weatlier: �Sunny �Cioudy []Rain �Sno�v Temp:66°rt � Pfli Tested AZee�s Specffications.
� SpecfficAliou Comp�clion &Materlal: 100%oF Staadard Proclor ASTM D-698,
❑Fill Tested Does NoE Mect Speciftcalions Rs Indicaled by Test 1liuniber(s)
� +2%to-2%oP Oplixnum Moiscure Conee�i�
"' �ud Slxould be Itemoved or Re�vorked.
0 1�+pe and Nu�nbe�of Cnrlh Moving Unils: 1)Tiackhoe �Contraclor Advised.
c� +
� �FuII Time Observelion. �
,. � ❑Part Time ObscrvAlio�i.
}Type and Nwnber ot Comi�actloi�Un)ts: 1)Drum rollei• ProQress Renurt• See Page 1 uf 2.
S ,
TTuuiber o[Yasscs: Varies 1'hicicues.�of Lfft: I 8"f
�
MeNiod of Adduzg MoisEure: None '
�lld�fepor[p�eeculs opinimia fonned as s rssul[oP our obsetvntians of fil I ptncwuent. We Lnve mlled ou Ila caUtacLoc lo
.wnlinue applying Nie�eeanuucuQed oom�s,�v�c1Fo�t oc�d rnoiacure to U�e lip dutiog tliues TM6en aur obswva ia nol
��bsarving opr,rallaia. Tesls are nmde of i6e RIl ohly at 6e[ierecl noecasary lo caliluato our ohawvcr's judgUmpl, Tcsl dWe '
�are iwt qiesoJo6asis Ibtapinjona on w6clhei 16e QII nxefsapceilicalioi�s. .
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��opies To:Doug Thorupson,Hyder Collsuuclian;Robeiy rifzgerald,42/40 Don Sneed
z�rcJiiteeluce,Inc.;Peter Moru•oe,Nfonroe&Nerveli;Mark TuIY•all,Peak Latuf ' ��Olt B.Myers,P.E.
��onsuleants Fiedd Engfnee�• ' �Ipproved By
' � t
T o: Dan Feeney � ' ,
VailResor(s Developmeut Coinpa�ry KoechIein Consut�i�ig Cngineer�,Inc. doL Vo. 04-087 Date 6/2/04
P.O.Box 959 . Cousulling Geatecliuica!��igineers Dn�Y Rcport No. 2 Sl�eet 1 of 1
Avou,Coloi�tda$1620-0959 1 �y �nbject: Fill Obsetvalion aud Tea[in
� � �� 6� Seweriine Backfil!
�►- �1�� / . Gore Creek Rd. �
I ��5 ' Vai�Park a�id Ga�age af Lo�s P-3&J
� � Vail,Coiorado
� ' Lnboralory m��
� Tesl ��r��l Maxlmwn Op(fnium
� �o. I�r Dry Maistui^e Dry Mofsture P� •ceait Pass/F�i1 SoilType
o Locatloa� Cievatlon Deatsi(y Co�itent Densily Coute�it Co�t��actfon
� (�eel) (P�n �%) �A�1 (%) .
�1 6'Sau�h afNaitti end ofroadway, ; .Ot 131.7 �,S �
12'Wes o Vill V I 11 Ce � 131.6 5.7 'l0U Pass Gliive�l
12 6'South of Norili end of roadway,7' -S.Ut l31.7 7,5 131.L 5.5 � G V Saii
e oF 'I!a a a eiih c I j100 Pass G�rve N1
13 5'South af Nortli end of inadway,9' - ,Of 131.7 �.S � G S
Wesl ex'lii l e , I29.7 6,8 ;99 Fail �y,�yl
I4 Relesl of Tesl No. l3 �,Of 1�I.7 �,5 G V L Sand
d32.6 6.5 �100 Pass G�ive#1
� � nd
f
!
Z '
° Weathe�: []Suiuiy �Ctoudy �Rain Sna�v Tem ;69°Ft
~ ❑ , P �TilI Tested Meets Spec7fications.
� Spec�lica[ioiz Conipactian&Material: 95%of Moclified.Proclor ASTM D-ISS7, []Filt Tesled Does Not hZeet 3pecifeAkfoiis as Indfcated by Test Ntui�ber(s)
� 10U%of Standard Pract�r ASTM D-698(G�uve ill),2%t�o t2%of Optiruunt 1Vlaisture and SJiould be Removed or�teivorIced.
o ZyP�and lYumber of Earfh Moving Units: 1)Tracklwe' �
" , �Couh•actor Adviaed.
,�� � ❑P�Ii Time �
}Type and Number of CompACliou Uuft�: I)Jumping ja , 1 Walk behiud � �gai�t Tinie Obaervaffon.
_ � � YroQress Reuort• Field engt�xeer ar�ived �n sibe as i�equested lo conduce
; coinpaclion tests far tlie slorm drain backfiU oli Gore Creek Dr, 6e[ween Villa
NumberofYesses: Varies Tl�#ek��ess;otLift: Un(cu�vvn Valhalla Apts. And #14 Goi�e Creefc Dr. duplex. Accordiug to the coutracloi;
�
VIeF.�od of Addlug iMoisEure: 1�/ater liose appivxuvately 2 feel of road6ase had been placed ugon anival. Test resulls
�°ll�ia mporl preceuls oyiniom lbmied aa a Msull oCair observaliow of fip placmurnl Vde ha�,e reJ�ed pn��b oon����o ��cale [liat inoisfu� aad dens�lly tests taken al the above tocations have met
-:onlinua applying 16ancwrnnmded co��pacti��a elTari end moislurc to Ilw 131I dudng Nryies�vhen ovt oh�eir�er ir nol ob�crvii� P1�J�ct apeeificatio��.s.
'��pereliona Tuts ane made oftl�e lf II ouly na believed naoessary�u ea(Ibraee ouf o s'nJ IILCIi�, 1Cal dBli A�p�Dl Ille So�e '
�oeais 1br opJnion�aiwluellter(he fill mcefs specilicaliaia. �'� J B . .
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^�opies To:Doug Thompson,Hyder Consliuction;Roberl l�iizgeiaid,42lq0
zs,rchilecture,lnc.;Pcler Moxu,oe,Moiu�e�Newelf;Ma�kTarratl,PeakLaud Don S�1eed Sc�lt B, Myeis,P.L�.
�:onsul�ants I•'ield Lngirteer• � • �pproved lly
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Vait Resorls Development Company ; KoecLlein Consul�ing�ngfineers,InC. .Job No. 04-087 Date 6/H/04
P.O.I3o�.9,59 � Consulting Geoteehnfc�tl�ngineers Daily Reporl Nu. 3 Shcet 1 of 1
Avon,Co2o�ado 81620-0959 � 3ub,�ecl: Fiil Observalion and Tes(in
' S�oi�n Dra.in Hack�"ilt
� , � Vail Pack aad Garage at Lols P-3 8c J
• Vail,Calorado
a �
' ' . . ' Laborafory Ficld '
� • llepll2 Maalm�m Optlmum �
.� Teat
'— 1Vo. Locnflon • or Dry NIoistu��e Diy 11�.otslure perce�iE Pa$s/rail Soil Type
� �levslion Drrisity CouEe�it Density Co�iteait Compacfion
1S 1'South of sand/oil intei�cep�ax•,2'West , �Ce�) �P�n (%) (pc� (%) .
-S.Ot f37.4 5.6 115.6 7.0 ; 93 Fail Curve f�2
E t end f'iter lo• • •
16 Re[esE ofTestNo. 15 , -S,Ot 137.4 5.6 133,6 (,_g R ad Base
� �9 P�s Curve#2
17 3'Nort[i of Sou�h eitd of iiiterceplor,5' � -3.Of 137.4 5,6 133.5 6,t d B e
� l oF W l of' •ce to. , 97 Pass G�u-ve If2
18 8'$ou1li of sand/oif inlerceplor, 6'Tas�of -S.Ot 137.4 5.6 13U.7 8.1 9S o d a e
d f i�ter e or PasS Cu rve#2
' R ad B e
� � �
° Wealher: �Suiuiy []Claudy �Rain []Snow Teuip; 81°Pt �rlll Tested Meels SpeciGcelions.
= Specil'icaiion Compac(ion&Materlal: 95%o f S t a u d�r d P ro c t o r A A S I i T O T 1 8 0, []Ri�l Tesfed Does Not Meet�pec3f�cafiuos as Iqdlealed by Test 11Turnber(s)
� +2%l0 2%ofOp[imum Mois[une Content
"' eu d S hou l d be Removed or Reirorked.
o Type and Nurnber of E�rlii NiovL�g Unif�s: 1)Fi�onl-�nd loader �
� � �Coulrac�orAdvfsed.
}� :� ❑Fult Tirne Obsei-vatlon. �Part Tinie Obaervatioai.
Type and Nua�ber of Compaclfou Uuits: 1)Jumping�ack Proaress ReuorE• Field e�igi eec arrivecl�on site as requesled, for 2 visils, to
! �
conduc[compaction lesls for lhe slorm dtain backfill at the sand/oil interceptor box
Number ofPasses; Varies ThicluxCss afLifl; Uulaw�v�i bel�veen The Villa Valhalla Lodge and 014 Gore Creek Dr. Tes1 resul�s indicate
lYTethodotAddingMolsture: Waterhose il�at ►uoisture and den,si�y �ests Iake�i al Qie above �oce►tions have me! proJect
�°� specificalious.
IJ►ia e+epoK poeeeola oyiitiais fonned ay a roeull af ou►oEsetveliane of filJ plxeqlen�. Wo hars relicd a�16e conlrncfor to
_:aNinue epplyiqg t�a r000amnwuled wm��elive e1iorl and otoiclure m ILo fl�lduring h�nea wdrn aur observer ie uu1
��6�ecving opera[fo��a. Tc:la are nuide of Ihe fJl an�ea believad nccessery lo cellluute our obaerver'a judg�ne�L Tesf dal�
� j aro aol Qioaola 6atiit fo�opiulont ou�vhelhar 1qe ffll mxta apceilfcaliona, •
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"'Copies T�: Doug Thompson,Hyder Conslruclion;Rob�iy Titzgerald,42/40 �
��rclvtecture,lnc,;Peler Monroe,Monive&Newell;Marlk TeiY�ail,Peak Land Dori Sneed Seott B. My��,P.E.
_��ns�l�Rnts Field Engineer � ,4Pproved By
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Z'o: DanFeeney Koec]ilein Consulling CngQneers,Inc. .Job No. 04-pg7 Date 6/9/04
Vail Resorls Developnient Compatry f
�.0.eox 959 � Consultueg Geoteclenical Engineers DA�Y nQport No. 9 Sheet 1 of 1
Avon,�oloi�do SL620-0959 � Sabjeet: TiU Obse,rvation aiid 1'es[ih
; ' Stonn Di�in BackCill
, Vaii Park and Garage al Lols P-3 &J
� � ' Vail,Colorado
� �
" ' LaLoralory Cield
� Test �Dep(l� Maa�muni Oplimiun t
� J or Dry Moislure Dry Moislure Rea•cent Pasa/Cail Soill�+pe
Loca(ion
o °' �levatfon De�isity Content Deusi(y Content C�mpaclion
� :(I�cet) �P�� (%) �P� (%)
I 9 6' Soulh of Stalion S.U+11.98 inanhole,6' i 3.6t I37.4 5.6 13G.3 6.8 � gg
asl o m ili�e i Pass quve�2
20 3'Soulh,3'Eaet of Slaleon 5.0+11.98 -3.Ot 137.4 S.G l35.4 $,� 1 99 P�S ad ase
m io e s G�uye#2
Ro d B e
I
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'
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° �'Veatl�er: �Sunny �Cloudy Q Rain � [J Sno�v Temp:77°Ft �Iryll Tested 1Meels Specifica,tlo��s.
= Specificatton CaupACifon&Material: 95%of ModiCied Proclor AASI�iTO T 180, �Fill Tested Does Nol Meet Specificalfons as IudicRted by Tesl Nuuaber(s)
� +2%to 2°/u of Opdmuin Maisture Contenl
"' ' aud Skould be Reai�oved or Itc�vorked.
o Z'YP�$nd Number of Eart6 Moving Units; 1)Tracklibe �Contraclor Advised. �
U '
w ° ❑ruIl Tf�ne Observation. � �ParE TLne Observation.
} 1�pe and 1Vumbec ot Compaetiau Uuits: 2)Jumping jAcics Proeress Re n o r t• F i e l d
= e n g i�e er a r rive d ou site as requeabed, for 2 visi�s, to
� conduct compaclian�esls foc �e glotm drain backfiil belween The Vilta Vall�alla
iltu�nber ofPasses: Varies Tl�iekiiess ofLtf�: Unknown ��ge and Ol4 Gore Creek r, iuuning south lo Slation S,U-F11.98 manhale.
l�ielhod of AddingMotsture: S1/aterhose Nolbing was ready oii I.l�e 1"v{si1. A srnal! a�ea ivas ready far Gesling ou the 2ad
�'ilu� visit. Test resul4s iudicate [ltat moistuce and densily testS I�[een at (he above
�nepoR presenta opinion:fanned as a fesull of ow obse�valions of fill plecan�uL lYe heve relicd ou ILO aao�Uaclar lo
--cauinue�pp[ying Ihe reoon�niended co�ryq�fiva e(forl aod mois(uro(o ll�a lill duduy tiu�ea wl�en aic obse�rr n nol iocalions have met pibjecl apecifiea(ions.
'�ab�en�tng q�rn�ianr. Tesle ero nwde of Ihe 1311 only es belioved nooescary 10 cali¢ra[e our obae/vor's jud�ienl. Tcsl dn�a
�aro nol O�e solo ba�is faQ op'minois an rv6clhcr llie 1�I1 mcela apecilitalirnis. I
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"'Copies To:Doug Tfiompsoii,Hyder Consl�uction;Aobga•t Fi(zgerald,42/40 D�n Sneed
�'�,rclutectui�e,inc,;Peter Moiuoe,Moru•oe&Newell;iu[a�kTeirall,Peak Laud S�lt B.1Viyers, P.E.
��onsul[anls Field Engineer ,4pproved Dy
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To: Dan Feeney � KoechIein ConsiiIting Cngineers,Inc. � ,Tob No. 04-087 DaEe 6J10/04
Vail Resorfs DeveIopment Company �
P.o.eox 959 Cunsulting Geotechnical Engineei:s �� Davy Iteport No. 5 sl�eet 1 oF i
Avon,Colorado 8162U-0959 • �ubJecl: Fill Obaervation and Testing
� . Slorm Di�ain Hac1cP�I
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� ' Vail Park and Garage a[Lols P-3&T
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� � � Vail,Colorado
Laboratory Fleid
� Test ' Depth Maxuriurn OpWnum .
.— or Dry Mofsture Dry Moisture � Percent Pass/Fail �oil Type
No. Localiun � �
o ` E2evation Densi[y Contenl Deusity Content Compact[on
� (Peet) �P� (%) (P�1 (Q/� :
21 36'Eaa[of inlel#S -l.Ot 131.7 7.5 I32.6 6.! • 100 Pass Curve#1
22 !8' Easl of inlet#S -�.Ot 137,4 5.6 133.7 S.5 q� P�g L and
G�uve#2
23 13'Eastofinlet�l5 2,Df 131.7 7.5 130.8 S.S � 99 Pass B
, Glirve#1
E S
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�Weather: �Sunny �Cloudy �Itain ��naw Temp:67°Tf �Fill Tested Mecls Speciff ations.
�Specificalion Compaction&Maleaial: 95%ofMo ' iedProctorASTM D-698, Q Fill TestedDoes NotMe t SpecifiSaffons as Ind#cated by Testivurnber(s)
� F2%to-2%of Opdmum Moistuc�Contenl
"' �� and Should be Removed�r Reir•orked.
o Type and Number of Earlh Movfng Uni(s; 1)Tra�klioe �Contractar Advlsed. �
U
w � ❑Full Tlme Observelion. � �Parl T1me Observatian.
y fype and Number of Compaclion U�iite: 1)Walk bel�ind,I)Jumping Jack �roQreas Renort• Field ehginaer aaived on eite as requesLed to conducl
campacEion[esls for t8e stomil��ain backfill localed on the esst aide o£Gore Creek
Number olPasses; Varies Tkic�cness of Lift: 12"# �.� behveen inle[ #5 and a:n�n nwnbei�ed manhole addition. Conhaclor was
�/iethad o[AddingMoisture: Wa[erhoae ' �a�ed lhaf the on si�e fill�nalerial ahould be moisture treated,it's cuirenlly a�
�� the minimum—2%of optimum. According 10 lhe contractor,approxnnately 4 f�of
6ia repoA pt�eeenls opi�duna fomud es a resull oCwr obacrvsliona of lill pWomnenl. �Ya l�sve Ieflal on Wa oonlieclor to
--onUnue qpp�iog Isc reconunended coinpeq[ve oRo�t and moisture fo Iha f1I dwing lio►a vthcu uur abse�vu it�oi rilt malerial had been plaeed i�i tesi a��ea#l. Test resulls indicate�a;moishu�e and
'�6aclvJng opecelloia. Tc:b ere ma�e o[�lie CJ[anly as 6elieved necessuy Ip FaG6�aee wr a6suver'a judgt�[aU. Teat dals density lesla laken al lhe noied ateas have met prQjecl apeci�ications,
� aro�wf pw cole hwir fo�a�iNo�y on rnc�U�erllk 611 nieets specificauaa. , p
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`V:opies To:Doug Thornpson,Hyder Consavccion;Rober�Fiezger�ald,42/40 Don Sneed �
"'�t�hi�ec � Scolt B. Myers,P.E.
ture,Inc.;Peter I►Ronroe,Monroe&Newell;M�rk Ten�Il,Peak Land Field Engineer � A roved B
_'onsultanis PP Y
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To: DaaFeency � Koecl�lein Consui�ng Engiineers,Inc. � Job No, 04-087 Date 6J1!/U4
Vail Reaorls Development Company Cansult�ng Geutechnical�ngineers Da�Y Report No. 6 3heet 1 of I
P.O,Box 954 • Subject: Fill Obseivation and Teslin�
Avon.Colorado 81620-0959 � t Slorm Drain BackCill
� � Vail Park and Garage at Lof�e P-3&J
o I f Vaif,Coloradb
� � I
( Leboratory Fietd �
Depth blaximum Op(imum �
� Test or Dry Molslure Dry Molslure Percent Pass/Fai! Soil Type
Loc�lion
� �O' E[evatlon Deasity Conteait Denslty Cantent Clompaclion
(Feef) (Ncn {%) �P�n (%)
24 4'fiasl of inlel.#5,2'Sou�h of Norlh end -2.Of 137.4 5.6 133.5 5.8 � 97 Pass Curve#2
in [ �
2S I3'East of Inlet�l4, 1'Soulh otNorih end -2.Of I37.4 5.6 137.3 6.7 100 Pass Cu�yBq2
of' et
26 !9'East oFintet#5,2'South of Norlh end Gradet 13�.4 5.6 138.6 6.6 , ad B
f i t 100 Pass Ctuye#2
� dB e
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°WeatLer: �Sunny �Cloudy �Rain �Snow Temp:62°Ff �Pill Tesled 1VLeef�Specifl tions.
=5peciCcatlon Compaction&Malerlai: 95%of Modxfiad Pinctor ASTR�1 D-698, []Fill Tested Does Not MeeE SpeciCfcaitons as Indicated by Test Number(s)
� �-Z%�o_2%oFOptimum Moisture Conlent and Shuuld be Reanaved ox Aeworked.
o Type aud Number af Earth Movtng Units: 1)Trac�choe ;
� �. �Contractor Advlsed.
°; : ❑Ful[TLue Observation. f �PartT�ne Observaliau.
�Cype a�zd Number of CompacElon Unils: 1)Waik-b¢hind,i)7umping jack Proeress Renort• Field e giueer aixjved on site as requested 6� cobducE
� compaction tests for !he slaxx}� drain backfill Iocated on lhe soulh side uf Gore
Namber op Passes: Variea T�icic��ees of Llft• Unknown Creek Rd.�between lhe non n�mbered manhole addi[ion and inlet ilq.. Tesl resalts
'YIe�1�od ot Adding Molsture: Fire hydrant&.hose : . ���1e �� moisrure aud d�nsity Iesls laken st lhe no�ed lacationa h�.ve mel
�� project specifications.
hta neport p�ev�nls opjnions fo�n�as e nsult of aur abte�re[loi�s of fill pl meoL We Lav�e celicd oa fl�e coiH�acLar po 7
--�Minuo epplYing Ide eecomrnwided aoinpacfiva e[Far1 aod nwutun lo Ihs Il during limes wl�eo aur obaerver 1:np1
�bsdving operatlmia. Tasls a�e n�ado of Ihe�N only aa bvqeved neceasary�o C�l�b�ale uyr obscrrer's Judg�nonl. 'itst Qa,Ma �
� aro nat ffio sok 6eak fa opinions on wl�et[�w�he fill rnaee apocl6cetio� �
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`v:Opfes To:Doug Thompson,Hydcr Constnrclion;Robeii Fitzgecald,42J40 Don Sneed �
�'�±�chilecture,Inc.;Pe�er Moiutie,Monroe&Newelt;Matk Teirall,Peak Land � S�ott B. Myers,P,E.
�'ousul�aata Field�ngineer ,� Approved Bp
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