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HomeMy WebLinkAbout0210 ELLIOTT ROAD - Health 210 Elliot Road Centerville A= 155—022 I F—///LSMEADJ No.53LOR UPC 12543 smead.com • Made to USA s e i No. Z® Fee J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal *pstrm Construction 3permit Application for a Permit to Construct(1� Repair( ) Upgrade( ) Abandon( ) OComplete System ❑Individual Components Location Address or Lot No. 218 C d ` •Ilk Owner'*Name,� Address`,and Tel. 5� Assessor'sMap/Parcel 0S7 _ po'Y \(•� Ins is Nae,Address,and Tel.No. 5-0 o Desi er's Name,Address,and Tel.No. `fy�- ?1 rAK S =,N S��- 2� -33y Type of wilding: 2 Dwelling No.of Bedrooms Lot Size $ Q3 sq.ft. Garbage Grinder( ) i Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title S. C 2 0 a k Pro - -ed Size of Septic Tank /�'00 Type of S.A.S. Description of Soil 3'e 2_ r P — y 0^ �� Y-k— co m mk 3/Z ` 2-1 Ut (SYc�N�7 InY C S�Sp ;�� MQF 5AWD 104&SN 31 3C CZ ME-Di"o-Nme(.1kV I4��4 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the c c ton and maintenance re described on-site sewage disposal system in accordance with the provisions of Title 5 he Environmental Code and not to place the system eration until a Certificate of Compliance has been.issued by this Bo e Date Application Approved b Date Application Disapproved Date for.the following reasons Permit No. 20 I ��3 Date Issued ; No. :,Zo I —G--!3 , Fee THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYiration for Disposal 6pstrin Construction Permit Application for a Permit to Construct(V Repair( ) Upgrade( ) Abandon( ) 2icomplete System ❑Individual Components Location Address or Lot No. 216 j— Owner's Name,Address,and Tel.N . Assessor'sMap/Parcel 2Yg ;��� Installer's N e,Address,and Tel.No. - Designer's Name,Address,and Tel.No. - P /t. ICl7i _ f� /G1 ! 7 t/`��--- 1 �- - Type of Building: Dwelling No.of Bedrooms Lot Size �}© ?2 sq.ft. Garbage Grinder( ) Other Type of Building deb g No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title 5; (o P�n Gt t-f a(1 aC c� _r Size of Septic Tank( G/; 6.4iI, Type of S.A.S. Description of Soil ems, v �'� _ Q "Z p% `oi % 31-132 ri G1 vet ltq(/(,, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the co xet n an main enan -tli�`afo�red�es_cribed on-site sewage disposal system in accordance with the provisions of Title 5 e Environmental Code and not to place the syst rT in o eration until a Certificate of Compliance has been issued by this Bo e Date Application Approved b Date JQl5/;:n. Application Disapproved b Date for the following reasons Permit No ?0 )o f 2 1 3 Date Issued q r; --------------------------------------------------------------------------------------------------------------------------------------- n THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by ` at 2lU 9/j, has been constructed in accordance j with the provisions of Title 5 and the for Disposal System Construction Permit No&/ ° dated_RI§/Zol 1 Installer Designer #bedrooms 5- Approved design flow S S v gpd The issuance of thi pe it shall not be construed as a guarantee that the system will n io as design Date Inspector ---- ------ -- ----------------------------------------------------------------------------------------------Fee No. ------------------- �0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - ��BARN �� STABLE,MASSACHUSETTS Disposal �pstrm.Co', structiou 3orrmit Permission is hereby granted to Construct(X) Repair U Abandon( rade ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc ion must be completed within three years of the date of this permit. Date Approved by r Town of Barnstable Inspectional Services • 1 Public Health Division UuMesis. 89 Thomas McKean, Director �o+s " 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2 Sewage Permit#2.01 -2 93 Assessor's Map\Parcel 2 y8 °s7-,zY Designer: JlIib�*,e,EncAeetl'h� Installer: A�P- Address: ZZ h' S 4-reA-_f Address: On_ /5_ 2a 1 `( TO P C -e _ = was issued a permit to install a (date) t (installer) septic system at 2 O F—//,\a4 kod • based on a d\esign drawn by 1 (address) sal ee r.► dated -7 (de'signer) L'I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required)was inspected and the soils were found satisfactory. I certify that thp s em referenced above was constructed ' ce with the to rms of ,the RA appr6val letters (if applicable) ��tlk 0 M4ss� p moo? CHARLES T. cya y ROWLAND C, CIVIL. ri er's Signature) No. 52699 ti (Designer's Signature) (Affix Desig tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. %oMdeptMEALTMSEWER com ASEPTIMaigwr Certification Form Rev 8.14-13.DOC i TOWN OF BARNSTABLE r ' LOCATION ?—/() �' SEWAGE# �`6t — �3 VILLAGE (',QyAeQ I I-L_ ASSESSOR'S MAP&PARCEL '2��- Ps 7-001 f INSTALLER'S NAME&PHONE NO. I O!nV - yN SEPTIC TANK CAPACITY /S QO C . y LEACHING FACILITY.(type) (size) . NO.OF BEDROOMS OWNER CL4 �E t:r PERMIT DATE:Poo COMPLIANCE DATti E: . 1 Separation Distance Between.the:' . Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 0. 300 feet of leaching facility) Feet FURNISHED BY r, �;� ti i � �e� . _ o _ . o� 3 3- t� � -1 _ I �,;� � . _ � � � --- Town of Barnstable P# 16T1'7 °t Department of Regulatory Services F Public Health Division Date I��P « `=; 200 Main Street,Hyannis MA 02601 D Date Scheduled b Time Fee Pd. ; y. Soil Suitability Assessment for Se e Disposal . Performed By: 5W'W% EM,%v Witnessed By: LOCATION&GENERAL INFORMATION Location Address /a It) EI It f' lZG�, Owner's Name M l chtl el J. I aC s yp —&I-lF1rN f o C>°V1�CY�(EI�C Address &CK q5 60 [ rv�llcr Assesoes Map/Parcel: � Engineer's Name ��v ��57 yul(t�0aat.lL vltue��w{ � NEW CONSTRUCTION �REPAIR Telephone# Land Use K¢S�8��11 Slopes(%);5-2a610 Surface Stones A)k Water Well � ft Distances from: Open Water Body ZoU ft Possible Wet Area �R Drinking 1�_ Drainage Way bier ft Property Line it) ft Other A/A ft SKETCH:(Street name,dimensions of lot,exact locati of test holes&perc tests,locate wetlands in proximity to holes) Kok � 0 3. �y Parent materiel(geologic) Depth to Bedrock 3dt' Depth to Groundwater. Standing Water in Hole: m os— Weeping from Pit Face Ne T Estimated Seasonal High Groundwater M' (C L L-L�t DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth'Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment & Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Data I"19 M Time Observation Hole# 3 Time at 9 Depth aPee 50, Time at 6' Start Presoak Time(a} kt-a 5 Time(9"-6'1 End Pre-soak Rate Min./Inch j SEE t�l 5D Y U 7J Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original Public Health Division Observation Hole Data To Be Completed on Back---- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. 0:5SEMC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Hole#_ Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mo tiling (Structure,Stones,Boulders. 0-3 0-4 Lour+ e 3 Lour" J C., R ti0-13Z, � Mio 5vn DEEP OBSERVATION HOLE LOG FfromSoil Horizon Soil Texture HOIe#Soil Color Soil (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Otis c 2,1� • i13 -7je( C 3°I-I'32 DEEP OBSERVATION HOLE LQG Hole# Depth from Soil Horizon Soil Texture Surface(in-) (USDA Soil Color Soil Other (Mansell) Mottling (Struchire.Stones,Boulders. ° v ----------------- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) (USDA) Soil Color Soil Other (Munsell) Mottling (Structure,Stones.Boulders. o G pod Insurance Rate Man Above 500 year flood boundary No. yes' Within 500 year boundary No ✓ Yes -b-01 Within 100 year flood boundary No ✓ Yes A(.r t0-1 Io"4,•., Depth of Naturally Occurrinv Pp..:ous Material rJ Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system?_ If not,what is the depth of naturally occurring pervious material? Certification I certify that on l U — _(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the requited training,ex ertise and experience described in 310 CMR 15.017. Signature Date � $ ' TIC\PERCFORM.DOC rs� CD co . GO - g - 6) - mco t_ 7 s o LO z 4 in1 z N vQ� 4 to Oyy;T_ o' �y x Y a u LL- IM ,C3 oo 1-5l- c e = u a � 4 3 d cx ,y a 4� ti t c j fY" 4 c um _ a ; n- CA tot CD a e. o. _ ri U i' It rt 9 y 3 cco LJL cos T N w �: �" rrO� v Y O o ."y C�j .0I m $ t� pEp ►i _ g ey��pa ti _ �u oci e a (V d - E� E 3 3 x o c5o a r co O; y 3 x\ d o u1 ru�� Z - w cn Q >>� ,, APR-08-2008 TUE 12:38 PM BSC GROUP YARMOUTH FAX NO. 5087788966 P, 07 , �sk jt ��,� '6 1•' ` � ,',.,� �a .ya;m•, � Sn� O6h6E Soll7aclore So)l�olor cp I from Sall Florlson (Muosalp MatA1n6 (5uu0111C•'1Dnc&•Hnuidersa. Surface(in.) C r 9011 o+ftu h 'a Sol Mot�wn I'll T"lum so Color Molding ' (Structure.5lvnec Douidere®. Dcplh from (USDA) (Munaclp Surfart(In.) �on+aC, .,7_'�' 4 . .. �,.tea /4 Vr `�`� v - (o A L S ytz pl�L- l?T_ n.� YriS Olha •CY • 5 N ( 1 Sall Sofl Horlapn Boll urc §oil Color p from (USDA) (Munadl) Motlllna (5lr+xlurc,SWnrc,Bouldcrav . Surface(la.) , 9lI1tf06Y-1�Q,url D-pih'f 1 SoAl Tworc 5011 odor 591 5 Stogas,nouldcrer plh rom oil}lorison (MU c1l) MolHinS ( 4velure• Surface (USDA} f^trflev Qravel4._a r Ahnvo SOO Ycar flood boundary•No Ycr . I I I i Bedroom ° U Play Room Unfinished ...... ..................................- -- ._....., I Basement Floor Plan ii r"., IN FT U u � I I I T I r � , rn ran d i u - i on I 6 zii N Ll s I a Ll —F ? ICI I > dr------------ m :a V N N � � V G El El ` n r� u O Co N_ u ` } s„-y„ U C Z T �T r il'-q 117„ 0 ti h it V o o n [y V N ' a W e N p p , TTr p v: �n M z I In x 0 s 'wo o�D IP � I I c I I ZT-G" r ek l r ti v ••,� � F�= to� ` � '��r:� ,� o v 15 '�3 C�Ev c►k �..._ I IV j Dw�u tv 3 1 ,✓ J� I r� ✓ tU z. - � �.,,, � z ►tea, 3 �� � .''� '� .\j ,,^ . �- err ; ulvr IT 164 tob i 10.-7,:3 t { F'.L _.. �.,...,•+.+'�_. 'fipl� �~ _—_.__ ��..�� � �Cl to i! � ``/ _,,,...•�:! f� '' '�� e-ORx1 T/ - a :fY / � - `l C. •�� r:s r� rn..v,L �� iN�/ �41,�y 97. � .S: .7llilall� a / / iN ��� MEN=►+.�►1 \ G127" 'TEST �/UL E' -• i x, � s�-� �1 c. r�►.�fa�- - 3 � c x � 5�% - ate',:� c.dti,>,. -�- D I S t�tp> A z< P ►T3 - c�5E Z- G x 4 e.�►. - 1C'` .� 1 �. I,.. 51 LF: tAJA- - AeE Q = 4 U Z F 4 a Z. Sr X Z+S, r. 1 0C-) aA. 45 X R Z. Ocn,ttL r� 4 i .'>�W Qr�•� � �,r r,..�..i �'� ��...l�. �.I �./. v��rJ�::� � . �+ �': G� � :fib�,�I �.�..�� , ice', �a.} � , N/F David J Bluestone NIF O Lampbell Family Irrevocable Trust Kevin M & Judith D Campbell Trs S p Q 554.30' a 0 h. �/ Edge of Creek I d%th FEMA Zone Line_ As Shown on Plan By The GMor ro As Shown on Map LOT 4 BSC Group Dated 121SEP108 •. � _ #25001 CO564J see Plan 632124. July 16, 2014 / 46,884±SF Upland 34,048f SF Wetland 80,932±SF Total _ ZONE. 043,» / _--- r .23> - - RB X Area (min.) 87,120 SF (RPOD) Edge of BVW 00 00 x . U Frontage (min) 20' 0' j As Flagged b Brad ° b y r 5of .. \ 99 Y N ,. Width (min) 100 / 6 _ - __ " � - " �- ��_ �`~ -... Hall on 19/JUL/19 Setbacks: „W Fron t 20 •35 1-•\\ $$ , Side 10 � / 5 .�- � � �. '- -- - .. F' Rear 10 qn ~� astas; 1 / '" 100t' 9a / N \� \ OVERLAY DISTRICT. WP Wellhead Protection District r ,� Zone II cr l 1i r -' _---- /r� a Estuarine Overlay w � � .-� - �;.`_.. � .._ .,,,_ ;,< .. 73°07 42 W ,. \ 113.47 FLOOD ZONE. . .-� � -- •�` -- .� Lot 4�1 & 6C �-- ', � \ Location Map. Zones: AE(EL10), X(0.21.), & X / , g » , Based on Mop i ^.- --, �\ ~' `g �. .\\ 1�1so' `.. \ o_ �`ombined Total Area �. 77,862 1 =2,000f SEPTIC NOTES � �'�� � r SFf � .� \ 25001 CO564J �/ `\ Dpfarid Area = 44,112 SF± \ . 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours / Jul 16, 2014 - ,' \ PER PLAN' BOOK 523 PAGE 71 Y Prior to Any Excavation For This Project the Contractor Shall Make / j \ ( \ the Required Notification to Dig Safe(1-888-344-7233)and contact 1' ✓ / _ - �' �\ \ `.\ f N/F ova ASSESSORS REF.. q Sullivann Engineering&Consultin Inc. 508-428-3344). %� / ��' �- � - `� ' "' �•;., `' �._, `'`� �_`` ``~�• 501 "� � Konstantine N Ignatiev & Ekaterino Donil Ma 248 Parcel 057-004 ALLOWABLE FLOW g g ,,- \ `�. ',.�__ -\ p 2.The Contractor is Required to Secure Appropriate Permits From Town /' ___ Lot Area=77,862 SF(1.78 Acres) Agencies For Construction Defined by This Plan. i n L r ------� State Zone H-1 Bedroom r 10,000 SF=778 GPD Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall `� 100' Buffer - \ \ " WP-330/Acre=589 GPD 3.Wh PP Y .,,- \\ 9 DIRECTIONS. Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to / ^ ? v 200 From West End Rotary follow West Main Assure Watertightness. In General,Water Lines Shall be Constructed in ,� 2� O i `_ • \ ~ _ __," \ Street towards Centerville; Take a.left DESIGN DATA Coordination With COMM Water,and Shall be in Accordance '� en a left onto With 248 CMR 1.00-7.00&310 CMR 15.00. �. , r'70. onto Pine Street, and then single Family Elliot Road; Site is on the I e ft, #210 5 Bedroom 110 GPD 4.A Minimum of 9 of Cover is Required for All Components. , 60' ' ,/� '�. . \ \ 50,s . ........ -cV 6' _ @ . 5.All Structures Buried Three Feet or More or Subject / �" �. \ offer >, . O (Shared drive with #208 214) No Garbage Grinder �q3"E 1 =550 GPD to Vehicular Traffic to be H-20 Loading.It is the Engineer's Total Daily Flow $ Use a 1500 Gal Septic Tank Recommendation that H-20 Always be Used. N$ '' \ \.. „� \\ p `. 6.Install Watertight Risers and Covers to Within 6"of Finished Grade ` _._.... 100 Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. -- LEACHING AREA ==- _ _ �_ _ - - 22- _ All covers are to be maximum 18"for concrete or 24"Cast Iron. __. \ 550 GPD/0.74(LTAR)=743 SF Required 7.Septic System to be Installed in Accordance With 310 CMR 15.00& Sidewall=2(12.83'+42�2'=219 SF _ ___ ...-• --_ , 248 CMR 1.00 7.00 Latest Revision and the Town of Barnstable Bottom Area_(12.83'x 42�=538 SF Board of Health Regulations. -'' • ` '' ""`' ' ,_ _. " \ Total Provided=757 SF(560 GPD) _ \ 8.All Piping to be Sch.40 PVC. S 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum ,._ - - OPO LEACHING CHAMBER DESIGN6". - PR \�` I J\o of Sump of 2 \ �pR �y � QRO RO All Pipes to be Schedule 40. Use 10.The Separation Distance Between the Septic Tank Inlets and 4-500 Gal.LeachingChambers in a Outlets Sliall be No Less than the Liquid Depth.Inlet Tees Shall Extend z� - 12.83 x 42 Double Washed a Minimum of 10 Below the Flow Line.Outlet Tees Shall Extend 14 : - -l• '` - 2 - - - - _-•- -- - - _ -`'" - ui ed With a Gas Baffle: Stone Field as Shown. Below the Flow Line,and Shall be Equ ipped - - __ 3 Ri �5 POSED". a \ \ ©�1• �2�Q t _five font Ar 5 SFf -d • _ _-- N _ _ -"-- a �- ---- -------- - C)------"-. - AO I RESE 5'X33 OPO�\ -1'4��-- - ----- F.F. El. 39.00 �• `- Nt \ 1 N B See Note 6 (tYP) \ �` , 20 a l �- F.G. EL. 36.00* *Final Foundation GradingTo Be F.G. EL. 32.00 \ 0 M/ Coordinated With Landscape Plan \\ `ti \ 2 CV \ � � ti � OSED •A'S'V- 1� � �' �\: h x % RESER PROP_---- Flow Equilizers 1P' o CP. EL. 32.50 As Required I •. _ OPpSER\ ,} - -- OS D Installer To EL. 32.00 PPJ(c0 \ -� _J \ _ P % I Confirm Prior 1500 Gallon EL: 31:75 ( \ _ - DOSED To Any Work Septic Tank Top EL. 30.00 ` _.- -:_ - 9.50 H-20 1 ` - � SEPTIC TANK ,25"W (See Note 5) D-Box EL. 29_3 �1�175'19 f" 29.00 Leaching . BENCH MARK i ._ \ 15.59 \ �N�F R Cr$Wford To Be Installed On Chamber TO RE SET I � i John l� & Monique Stable Coin acted ase _ Bot. EL. 27.00 :q-~ o o EL Bedding,„T"s i \ Inspection Port, r 1( x as PBaffels 5 If Encountered Remove & Replace j- PERC TEST: 10,130 PERC TEST; 15 817 All Unsuitable Soils Within 5' of Lil PERFORMED BY:CRAIGFIELD- BSC GROUP The Outer Perimeter of The System pp SOIL EVALUATOR NO.737 PERFORMED BY:JOHNO'DEA,P.E.-SOILEVALUATORNO.2,911 EL. 20.5 N a� WITNESSED BY:DONALD DESMARAIS,R.S.-TOWN OF BARNSTABLE No Groundwater 0�� WITNESSED BY:DAVID W STANTON,R.S.-TOWN OF BARNSTABLE OCTOBER 31,2018 Per Test Hole B p a I JANUARY 8,2002 DEVELOPED PROFILE OF SYSTEM N SITE PASSED SITE PASSED Z ALE TEST HOLE-A EL.33s TEST HOLE-B EL.31s TEST HOLE- 3 EL.38.0 TEST HOLE -4 EL.32.0 NOT TC SC ► ) A LAYER I OYR 4/3 A L,\YER ii0YR 4L4i,, 0/A;LAYER 0YR 3/2 oLA LAYER l0YR;3/2 d �e :>BROWN:i; AARKYhLLOWISH.BROWN... :>:: VERY:DARK GRAYISH BROWN .: ::VERY:DARICGRAYISH:I BROWN. 0 I .:::: .._. . „ LOAIQI;;: : 1 OAM �� ea 610 LgAtvIY SAND 33.0 6 Lf)AMY.SAND ... 31.0 3 37.8 2 31.8 Q o B:I:AYER 0YR.5 6 B: 1'ER;IQXR:G 4:; II LAYER 10XR 5 6 .... .. B 1 AYER=IOXR 5/6 I YEL I(3WISH:;BR�WN ;:? 1 IGHT:YELT bVIjISH$R(7WN . YEL.L.DWTSH,:BROWI+1 YELLOWISH BROWN ........... ........ . .......... .......... ......_ _. ._.........., .............._.......... LOAMR SAND/ �/O I _ 24 LO�4M�?'SAND `s 31.5 18 LOAM'i�':�SANb . -30.0 18 S :; Y,UAMY;SA.NI) ....._..:. ....::: 36.5 18 .::; 30.5 `i' Wide A/1tCeS� /1-f I Cl LAYER 2.5Y 6/4 Cl LAYER 10YR 6/4 Cl LAYER 10YR 5/6 Cl LAYER 10YR 5/6 Finish Grade l� ase„/ �t��SH OF I14,,, LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN 72" MEDIUM SAND 27.5 MEDIUM SAND 48" MEDIUM SAND 34.0 39" MEDIUM SAND 28.8 - ' �` ;-`Il ll _ Il Il Ill_ l _lll_ ll ill , ill_; 1�11 3' Max. _� 4 C2 LAYER IOYR 6/6 C2 LAYER 10YR 6/6 PALE YELLOW BROWNISH YELLOW BROWNISH YELLOW ToElliott Road 9 Min Compacted Fill Filter o MEDIUM SAND MEDIUM SAND-SOME GRAVEL MEDIUM SAND-SOME GRAVEL Fabric I x 1Q, w3 72" PERC TEST 27.5 SO" PERC TEST 33.8 And/Or 25 GALLONS IN 14 MIN 25 GALLONS IN 9 MIN. 2" 118» - 112» I 1 ;° 132' PERC RATE<2 MINAN(LTAR=0.74) 22.5 132" 20.5 132' PERC RATE<2 MIN/IN(LTAR=0.74) 27.0 132' 21.0 Pea Stone I NO GROUNDWATER ENCOUNTERED LEACHING Double Washed CHAMBER Stone NOTES: PREPARED FOR: PREPARED BY. TI TLE: ' 4' - ---� Site Plan r 12' - 10" 1.) The property line information shown was Proposed Irn I�OVeI11 er1 is n n compiled from available record information. Engineering& 1" I� p Elliott Road RealtyTrust SuffivanConsulting,ine, CapeSury CROSS SECTION OF CI IA►�/►BE11 2.) The topographic information was obtained MA West Bay Rd, suite G At from on on the ground survey performed on csoe�.ie •rae«�•ni�wwsf,oann�� o�ss arciOwuMMr�acom•wwwwlNgner�ln.00m O-3994lle 20 02655 210 EIIIOt Road NOT TO SCALE or between 231OCT118 and 11/JUL/19. (sos) ago-3ssa / a2o-3sssraX �■ 3.) The datum used is NAVD '88, a fixed mean Bamstable, (Cen tervill e) MJOD HK ASK aSSsea level datum (approximate) based on Barnstable 20 p 10 20 40 80Draft. Feld. W / W GIS elevation data. Review: CR Comp./Draft/Rev.: WHK/RRL/ASK DATE: SCALE: ./ rr r Project: 98101 Drawin July 31 20 9 1 =20 J 9 �`� C904g 1 ex 1