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HomeMy WebLinkAbout0591 GRAND ISLAND DRIVE - Health 591 Grand Island Drive Osterville ' A= 070-008-006 P 6 ° a M a n l TOWN OF BARNSTABLE LOCATION O\� SEWAGE# 2-0 2A �Z VILLAGE C ��,y�, ASSESSOR'S MAP&PARCEL 00 -00 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY.(typ 3G -579 (size) js Lp,%. x I� NO.OF BEDROOMS �'f' `r`'b OWNER PERMIT DATE: 01 Ito, LO 7 t COMPLIANCE DATE: 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 300 feet of leachin facility) Feet FURNISHED BY Le_ Dow 3 No. Q Fee G t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(pplitation for disposal �6pstem (Construction Permit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. S�}� G,,mh Owner's Name,Address,and Tel.No. Assessor's Map/Parcel O 70lagggloo 1 l , 03r.4,n ect( Installer's Name,Address,and Tell..No. Desig3ner's Name,Address,and Tel.No. ?' va Cv 7�•`nl� nC Type of Building: �/ U Dwelling No.of Bedrooms '2 d Lot Size 41 b sq.ft. Garbage Grinder( ) / 7- Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��� gpd Design flow provided y 7— gpd Plan Date T`h-e Zl 2PZ t Number of sheets ( Revision Date Title Sz` ® co ®s-ew fv r Size of Septic Tank f'.W � Type of S.A.S. -mac' 6Q 161,m r Description of Soil ?N-1 Q-"' 'Y- "r A- f4 eaoi 17-3'�- Zge'A fa �- !2� - tr' of f1/vet s* Nature of Repairs or Alterations(Answer when applicable) ( Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of Health. : "�""' Signed L Date "" / I -�A Application Approved by Date Al Application Disapproved by Date for the following reasons Permit No. �"� Date Issued _I 14 /a! T 1( "-'k,..�yrt `R,;;,,}„y ,ti..... .t�. x._ d•I .. Ems:'. .,,. , r• ,,�• ...tir. .:.w a...ter';''+•; TNo. Fee ]I ✓ *.a t �THE'CO.MMON,W ALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISIONTOWN OF BARNSTABLE, MASSACHUSETTS es ZIPPIiiatioit-Jot Misposal 6pStem Construction 3permit Application for a Permit to Construct(Repair(' ) 'Upgrade( ) Abandon( ) ©•Complete System ❑Individual Components Location Address or Lot No, �} r G �Gh _ 4 !3 Owner's Name,Address,and Tel.No. + Assessor's Map/Parcel -70�6G£�C� Installerr's Name,Address,and Tel.No. S Designer's Name,Address,and Tel.No.to'ns:wP•�i.'e+C-f- Type of Building: U Dwelling No.of Bedrooms LI. G` Lot Size Gf C/ d sq.ft. Garbage Grinder( )% , Other Type of Building '�@ Si � .'1 JJ-6� No.of Persons Showers( ) Cafeteria( ' ) 'Other Fixtures r '~ �✓ Design Flow(min.required) yYG11 gpd Design flow provided gpd Plan Date Nt tuber of sheets ( Revision Date # Title 5;-�e- QGSG1 oLo �sS ., loWpaA�-E r. Size of Septic Tanks �y(em/ti Type of S.A.S. 3'1 V ('ie n �c. .�I Description of Soil "7N-1 (j -Y ,t�L et !7" � � �� ,fie Laces l7-3� r ?5 (16 w-er Zoo,- ai fo ,t 35"_ 1'2 a C fa y er Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: -The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Eiironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar o of Health) l �� Signed C4 e�, Date �f Application Approved by �. / - f .., �� Date -7''�";•J Application Disapproved by Date for the following reasons K Permit Not, Date Issued -7 f l ` �[7��-�"r , �- -- -- --------- =_ =.-_K=-=-_3_� a.��_ _ —' �I -------• -- ------ - --- � V T THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(Cl� Repaired( ) Upgraded( ) Abandoned( )by /at e/ 6,- - f has been constructed in-accordance with the provisions 2f Title 5 d.the"for Disposal System Construction Permit No /�`��-��dated ""?•- Installer 4� Designer SoIKV4e-, FS+17 #bedrooms r Approved desTgn.Qw(� ��{� gpd The issuance of this pe it shall not be construed as a guarantee that the system ill functi H as designejo Date ,��� I �-� Inspector � �(7 �II..p =No. =----=��i�=�=-----------=_-=-------- --'-� -=--_--=---- ---_----_=-- --=---- ,._ _�=Fee-- '�E�'� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS mispo8AY 6pstem Construction 3permit Permission is hereby granted to Construct(( R pair( ) Upgrade( ) Abandon System located at � rr iGhoT ;7 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:Construction must be completed within three years of the date of this permit. .� e Date —7 6 ( Approved by �� 4 r �^* w , Town of Barnstable Regulatory Services . Richard V. Scali, Interim Director BAWWMASS, Public Health Division s6190 '' Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 11/22/2021 Sewage Permit# 2021-259 Assessor's MaplParcel 0701008-006 Designer: g&Consulting, Inc. Sullivan, ineerin Installer: Address: 711 MpIt}Street/PO Box 659 Address: Ostwy,jj e,MA 02655 7/6/2021 ���,� Was issued a permit to instalta On � (date) (installer) septic system at _ . 591 Grand Island Drive,osterville based on a design drawn by (address) Sullivan Engineering$!,,,.Consulting, Inc. dated 6/21/20,21 (desig�,' x) X 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 bpx 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 I Q" lateral relocation of the SAS or any vertical relocation of any component of the septic ptem) 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 the system referenced above was construct " iance with the terms of the 1A ers 2 applicable) �P�S"OF 4 CHARLES T. cyG ROWLAND rl o CIVIL ( to er's Sip-sture) No. 52s99 N�o �FGIST '} FFSSroNAL '� (Designer's Signature (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE'WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND As- BUILT CARD ARE DECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASepticTesigner Certification Form Rev 8-14,,13.doc Town of Barnstable r# b Department of Regulatory Services Public Health Division Dale ` auee� 200 Main Street,Hyannis MA 02601 seep laltt Date Scheduled (l -— 'Time�v Tee Pd. 00' Soil Suitability Assessment for Sewage Disposal Performed By: G^'��L—� h�— Witnessed Ay: 4�A lYdrkria5 - -�_ LOCATION+&GE,NTI,RAL INFORMATION . im;idlon Address 5°�1 (QCG�mI\(� 16\C V dl t� owner's Name r o��lrer- S (1.1h, ^L OSZcr V\�s� �� toy, Z nearer: bl AUVI ILA ty$ Assessor'sMapiPercei: 0-70--008 -va;� Gmgineer'sNammm�j\�\l�iv� Enslhetr�^�j�- NSW CONSTRUCTION ✓ REPAIR Tcicphom N S — 7,%"3-5-14 Land Use omn ha l Slopes(S'L) _���t Surrace Stones •jJNJ ` ' Distances from: Open Water Bad,1z'�R Possible Wet Ara $Z��tt oinking Water WaFI j� R 5 �� R Drainage Way �� R Property Line d R Other .-mxl _.... _ r... SK,r TCM(strut mmte,dimaubm of lots extet locations of tea►holes do Peru test 6 lociite wedlands in paimtty to holes) I syv z well 3 �{ i <:3 GRAND ISLAND DRIVE Parent materiel(geologic) V Depth to Bedrock `. Mirth to Gmaidwalcr: Slanding Water in Hole: Ale Ve- wcwin g from Pit Fan AAJN EsUmeted Seasmral High Groundwater D t i RMINATION FOR SEASONAL HIGIMATER TABLE' Method Used: / are t Ill. Depth to soil moulm: In. Depth Observed standing In obs.hairR. Depth to weeping Rom side of obs.hole _- in. Groundwater Adjustment_ Index Well lord Adj.factor�_Adj.Groundwater Levd index Well N Railing Dale: . Date 1.4_ PTRCOLATION TEST -1I Time--•- Observation Ll Time at 9" Hole 0 �tP.�— �_ •�� � Time U 6" ' Depth of Para N IL Time(9"-G") ' Start pre-stink Time® End Presoak Rate Min finch Site Failed: Additional Testing Needed(YIN) Site Suitability Assessment: Site Passed _ — Original: Public Health Division Observation Hole Data To Be Completed on Back ***If.percolation test is to be conducted within 100'of ivlalantl,you must first notify the Barnstable Conservation Division at least one(1)weelt prior to beginning. Q. IEALM IMP/PERCFORM DEEP OBSERVATION HOLE LOG Hule 0 WPM flan Sall Ilodzon Suil Texture Soil Cokir. Soil other 9ttrfaee pn,) (USDA) (Munsoll) Mottling (StrucUre,Stones,Duuldets. Conllitenev y gravel).__�_ LO ONKY (J DEEP OBSERVATION HOLD LOG Hole it Z Depth item Soil Ilorlmn -Sail Texture Soil Color Soil Other -- - Surface pn.) ._JUSDA) (Muituell) Molllln11 .(StruelilM Stones,Lloulden; Consistencv N<3ravdi _. 3Z L DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soli.Horimn Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Monscll) Molding (Structure,Straw,Doulden. Coroistencv 'Y,Sitnvcl) 3o— iz.8 L DEEF OBSERVATION HOLE LOG Hole it�. Depth ftum Soil llorinon Suil.Texture Sall Color Soli Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Slaw,Duuldcrs. Curoistetia� 'ti�►nveil 0— Lk—tj Floo d n urance Rate Mn Above 500 year deed boundary No,_ Yes ✓ Within 500,yearbuundary No Yes Within 1011 veer flood boundary No/ Yes peulh o[maturnlly Occurrintzitervious Matetill. Does at least four feet ofnaturally occurring pervious material exist in all areas observed dtrouglluul the area proposal for the soil absorption system? — If not,what is the depth of naturally occurring pervious material? - Certificadoll 1 certify that on I © (data)I have passed die soil evaluator examination approved by the Department of Envitronineutal Protection and drat the above analysis was performed by me consistent with the required training,expo o and experience described iri'310 CMR 15.017. Dale Signature l Q:118ALTW W PIPTIRCFORM s Town of Barnstable r# a. Department of Regulatory Services D_ Public Health Division Date \ " MAC a 200 Main Street,Hyannis MA 02601 Time _ Fee Pd. Date Scheduled sue. Soil Suitability Assessment for Sewage Disposal • . i Witnessed Performed By: sp LOCATION & GENERAL INFORMATION Location Address C �1 Owner's Name i OytC���O.SS (`��, ^L 0, Address OS�tc���lrt r�l - , Assessor's Map/Parcel: b7Q -00(� `va��Q i Engineer's Name 5j\\kr EtiS1/1cer��,' ` NEW CONSTRUCTION ✓ REPAIR Telephone N J. 1 1 O )jc)Al�, Land Use �e5 J1 Sly t Slopes(%) O"- 4_ Surface Stones Distances from: Open Water Body Z R :Possible Wet Area 8Z�=1t Drinking Water Well �60 Drainage Way Property Line b ft Other locations of test holes&pem tests,locale SKETCH:(Street namg,dimensiotts of lot,exaaf wetlands in proximity to holes) I } II j n r=9 07o0� o�o� , p ,esgr oog 42 r:81°psoo 69 - ` I 3 � • 1 t GRAND ISLAND DRIVE *� > i Xt Parent material(geologic) U Depth to Bedrock Shp — i Depth to Groundwater: Standing Water in Hole: )V N Weeping from Pit race NdNE } Estimated Seasonal High Groundwater S CC-L2`s 'ar DETERMINATION.FOR SEASONAL HIGH WATERTABLE Method Used: ��� in, Depth to soil mottles hn Depth Observed standing in obs.hole: in. Groundwater Adjustment d n Depth to weeping from side of obs.hole: Index Well f Reading Date: Index Well level Adj.factor Adj.Groundwnter Level=_ PERCOLATION TEST Dated 1:5. Tlme l 0 Observation ( I Time of V' Hole H ( T--' 1 Y ¢\ �L f Time at 6" Depth of Pere -�U-•---- ii — Z.S Time(9"-6") — Sinrt Pre-sonk line© End Pre-soak Rate Min./Inch Z ` Site Suitability Assessment: Site Passed r Site Tailed: _ Additional Testing Needed(YIN) Original: Public Heallh Division Observation Hole Data To Be Catnpleted on Back--------=- ***If percolalion.test is to be conducted within 100' of wetland,you must first notify tltc Barnstable Conservation Division at least one(1)weekprior to beginning- Barnstable . DEEP OBSERVATION HOLE LOG Hole It A_--_ Depth Gum` ` Soil 110rizon Soil Tcxture Soil Culi�r Soil Uthcr 9ttrtkee,(ht.) (USDA) (Munsell) Molliing (Structure,Stuncs,Buuldeis. r'nneletennv_%OYavell_- ` MY ; -- 3S DEEP OBSERVATION HOLE LOG Hole# Z Depth front Soil Horizon -Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graves__ 57 Iy_Z1 2 DEEP OBSERVATION HOLE LOG Hole# 3 Depth front Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Moldhtg (Structure,Stones,Boulders. Consislcncy 1/60:avcl) _off�, ® • h � �- Iy 30- l Z.c4 L DEEP OBSERVATION HOLE LOCI hole/I Depth front Soil llorizon Suil.Texture Soil Color Soii Other Surface(in.) (USDA) (Munsell) Mottling (Structure,SI ones,Bouldcrs� Cunsisteicy- 0- 6 Lk >� Q0 L - flood Insurance Rate Man: Above 500 year flood boundary No Yes ✓ WiUnin 500 year boundary e bound No Yes Within 100 year flood boundary No.� Yes Depth of Naturnlly Occurring Pervious Material Does at least four feet of•naturally occurring pervious material exist ut all areas observed throughout the. area proposed for the soil absorption system? If not,what is file depth of naturally occurring pervious material? Ccl•tification I certify that on _(date)I have passed the soil evaluator examination approved by the Department of Cnvirotultcutal protection and that the above analysis was performed by me consistent with the required training,expo ' c and experience described in'310 CMR 1.5.017. Signature Date Q:1 ICALTIMP/PCRCI7-011M I • a ____________________ I I I I UPOSED PLANS I I I I I I I I I I �--------------------------- I _ I � I I � I I I I I I I I I I I - - I � I I I 1 h4 I LLU 1 - 1 . I I pp L-------------� r-----------, u u ., _ --� r I I -Ba ------- --- L ------------------ ------------ _ i f I I it I ; ------------- (Bedroom I . I .18'-0-c xo'-o- I I I § I I I - ---------Et I I I I ' I I I UDDfR l[V[l DIAN I Storage � B12S{ 1 i .e.o•pn•.5• R • I S 9 1 I I I I I I I ---- ----� CV THE DAISY RESIDENCE 5 9 1 GRAND ISLAND OSTERVILLE MASSACHUSETTS CN D A M E S P H I L L I p G O L D E N A R C H I T E C T 74 SUMMIT STREET CENTRAL FALLS, RHODE ISLAND 02853 = 401.413.8073 J G O L D E N@ j a m e a p g o 1 d e n c o copyright 2021 T T e4� HPOSID PLANS akf2st F----- -- --- -� ----� --- - — -— -- I ^ Bath 2 o"x 6'-6" '•erg Master Bath 1 *Kathy -- •y1'-6'x 6'-3• iy^ MB& r..-rMaster Bedroom 1�11 0 8 Great R o Kttch n S ---- 2 L"'J - — I ' ' .� �----- ----------------------------- 1 �s__�il5'_0- _o --- --- 0 3 • Pantry i C Master Closet •5'-3•xi- 1 5'-3 xi-7 1 *Kathys*1 i s •14'-6•x u'-4 a 1 i/ ` ------------------- I j � I -------------------- ------------------ ------ Covered Entry --- r� __ ------ ,•4-6"x tV'o'i ------------------ x $ 1 Master Master 1 [P,,,dr 1 ICloset 2 Bath II s-s xs-3 1 ---- -- - -,a 1 I� St --------- - ---- 1 *James* ,[—l1 *Jame : -- l/^\) : ,x Study F 'r- -- : Laundry I� .6'-i xi3'-5• 1 s LJ •6'-9•x 13-5• '�, 'axi ,]�(� _ •io'-o'x9'-7• U: ; - -' ------- 7. y I 11 �Stuyy'7 j 1 I — r/ •� •u txu-9 Covered Entry 1 1 1 II -io'--x 6'-0' I I I 1 II II-----------------L7 ------------ 2 Car 1 2- arage r---------- 1 II 1 II L L/ t' NAINt[V[IDIAN I 4319 SI(IN[.936 Ubff) I I I :Golf Garage :: € I*g•-o•x I-.-i I I r I II 1 I II l L — TuI DAUY HSIDW[ CV 5 9 1 GRAND ISLAND OSTER V I L L E M A S S A C H U S ET T S CN J AM E S P H I L L Op G O L D E N A R C H I T E C T 74 SUMMIT STREET CENTRAL FALLS, RHODE ISLAND 02663 401.413.8073 J G O L D E N@ j a m a S p g o I 6 e n . c o �pYright 2021 - - - DIRECTIONS: ZONE. � �• � � �� � � � . ,-� .� , . , From Hyannis Take Route 28 into Osterville; At • '� ° '., ` RF-1 the fights by White Hen Pantry take a left onto 120 SF (RPOD)) 87 i(mn. , Osterville West Barnstable Road and follow to the Area end; Take a left onto Main Street; Take a right Frontage (min) 20' a _• onto Parker Road; At the stop sign take aright Width (min) 125' onto West Bay Road, Bear left onto Bridge Street, Setbacks: + rc and follow to the Gate House; Continue Straight Front 30' F=• and stay Left onto Oyster Way and Turn Right Side 15' ry " • . a' h �' ` ` onto Grand Island Drive #591 is on the right. Rear 15' FLOOD ZONE: C8/DH (Fnd) Zone X (Min Flood Hazard) Community Panel No, #250001 C0756 J ter Harbors CBnDH 62.64 24"W - July 16, 2014 ova ( ) 7 - / LOCATION MAP: Scale: 1" = 2000'f <'p ` "=' _ ASSESSORS REF.: 3 2�, .,,,• 1 30 4"W ck Map 070 Parcel 008-006 56 Setba 15, gld9 .� CB/DH (Fnd) OVERLAY DISTRICT.- AP Aquifer Protection District y Resource Protection Overlay District 50 k � "olf Course i REFERENCES: 50 X Deed C132977 CD Plan: LCP 15354-124 SH. 1 S T (D { 3 Lot 178 44,330f SF N Z rt t CD • � to O !\ D 1 N zit - oppSEp � N /Nc0 PRPA¶0 44. , ® El-E�' 21 5 P30POSED TH-2 ---_. � 16WELLING 20, _ z % FFE 22.0 PROPOSED PROPOSED cNo 1GA fi v t TH-3 /TH-4 ELEV. 21• DRIVE c, 5 c, z 6.9' .� TH-1 O Pro Tank 48.0' O Pro -- -Se a k ,u Id9 tb CB/DH -Bo PROPOSED, 0' (Fnd) _,-DRfVE O � Pro SAS 14.0 � N e_..� � o v � 3-500 Gallon Chambers pto Sad S ° ° L R` 420.0 C. Basin in 4' of Stone / _'Q �11 20' 00% Reserve .. anhole Cv J 1 CB/DH (Fnd) T. J C. Basin riveBenchmark - Top of Concrete 43"E {e Way Bound EL = 21.50' (NAND '88) C8/DH N74' S 14, of pave. Prwa `Fnd) Ede ve de Edge of Pa 5 eed B urnPs r obbiestone - - - - - APr°n 1 33.5' 4' of Crushed Stone -500 Gallon 4.0' 12.8' H-20 O Chambers I v SAS Detail Plan View NOT TO SCALE DESIGN S GN DATA SEPTIC NOTES Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours -4 Bedroom @ 110 GPD Prior to Any Excavation For This Project the Contractor Shall Make F.F. El. 22.6 No Garbage Grinder the Required Notification to Dig Safe(1-888-344-7233)and contact To be Confirmed Total DaffyFlow=440 GPD Sullivan See Note 6 (typ.) Engineering&Consulting Inc (508428-3344). F.G. EL. 21.00* - *Final Foundation Grading To Be F. -21.3 Use a 1500 Gal Septic Tank 2.The Contractor is Required to Secure Appropriate Permits From Town Coordinated r h Landscape Plan Agencies For Construction DeSnedby This Plan. Flow Equilizers 440EGPD�(L�595 SF Required 3 Be Wherever onstructed of Class 150 Pres a Water Supply Lines Both Lures Shall rl ' sure Pipe and Shall be Water Tested to EL. 19.7 As Required Assure Watertightness. In General,Water Lines Shall be Constructed in Installer To E Sidewall=2(12.83'+33.5�2'=185.3 SF Coordination With COMM Water,l and Shall be in Accordance Con firm Prior 1500 Gallon Bottom Area=(12.83'x 33.59=429.8 SF To Any Work Septic Tank EL. 18.75 F11 Too EL. 18.5 Total Provided=615.1 SF(455.2 GPD) With 248 CMR 1.00-7.00&310 CAM 15.00. H-20 Required H-20 4.A Minimum of9"ofCoveris Required for All Components. See Note 5 D-Box EL. 18.00 ( ) 5.All Structures Buried Three Feet or More or Subject 17 H-20 LEACHING CHAMBER DESIGN to Vehicular Traffic to be H-20 Loading.It is the Engineer's Leaching All Pipes to be Schedule 40. Use Recommendation that H 20Always be Used. To Be Installed On f Chamber 3-500 Gal.LeachingChambers in a 6. l Wahterti�t Risen Covers to Within 6"ofFinished On sde e Compacted 50 12.83'x 33.5'Double Washed Septic et,D-Box,and One Leaching Chamber. Bedding,"T»s ,::: .,:..:. ........:::::: Inspection Port, tC'.1 nCti�naeret!.l.4 rtm i�:.&,.Rsplree'... - _- Stone Field as Shown All covers are to be maximum l8"!,for concrete or 24"Cast Iron. P & Boffels afl.: lnsuiYb2e{e: SDII :aNriMiii:: ..A€:a;., __-- --------_ ---- --- --7.peptic ystem tore Installed in Ac�eordanec With 310 CMR 15.00& as Per Title 5 )qe::;Outer; erirxral�r:Q:f:;;l)ia:::: yi;erri:: 248 CAM 1.00-7.00 Latest Revision and the Town ofBarnstable Board ofHealth Regulations. EL. 8.8 8.All Piping to be Sch.40 PVC. .D-Box Shall Have a Minimum In ` No Groundwater 9 s�de Dimension of 12;and a Minimum Per Test Hale 2 Sumpaf6 DEVELOPED PROFILE OF SYSTEM a 10.The Separation Distance Between the Septic Tank Inlets and NOT TO SCALE Outlets Shall be No Less than the Iaquid Depth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Below the Flow Line,and Shall be Equipped With a Gas Baffle. PERC TEST: 12,246 PERFORMED BY:JOHN ODEA,PE- SULLIVAN Finish Grade ENGINEERING _ SOIL EVALUATOR NO.2911 3' Max. ,M1 , - 1 i i - WIN- I"O WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF 9" Min Compacted Fill Filter BARNSTABLE Fabric JUNE 13,2008 LEGEND: - And/or SITE PASSED 2 118» _ 112" Pea Stone TEST HOLE- 1 EL.2o.5 TEST HOLE-2 EL.19.8 TEST HOLE-3 EL. TEST HOLE-4 EL.20.0 • CDT Cedar Tree H 20 3 4 1 1 2 ;:.;: :::::::.::.....::..:... ::: :.: ::.:::..:-::.: k tAl 'lt.;::::: d:. LEACHING Double washed_ .....: HT Holly Tree lax:::::::::::::::::::::..:.. :..t�rzsER;: .: r� AYER;: y on 4» .:.:i.:;z::<.:::.:a:':':: 4ii:?:`:i iii: iri:2 .2 CHAMBER 6 ]9.3 4 19.7 A;:I AYEIt"1OYR 4r"2.`::':::';';::t;: h;I.r1YER1ltYlt.4/2.:.;:::..:.... a DT Deciduous Tree :::..:...........:;:?;i:: :?.`:.:: A:Tx�:YER.IOYR:M2..:..::..::.:::..:;>:: e;;:a}ARIC:1iRAYlSH:B WAt::.........:.. ...............................::: :::::::::.::.: ::::::::..::::::....::: ? :... ......2z1?k'1Sk#.i113t'.....;>;::;: ;;:GYAIR ...... ;. ... . .:.:.:::: .:::::::::::::::: a:: » ..........;: SANIfYaAAAL........................ 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PREPARED FOR: NOTES: Proposed Improvements ' Enginccring & Cn 1) The property line information shown was compiled from rri At ivaii consuitiavailable record information. mn , Inc. Bayside Building, Inc. 2) The topographic information was Obtained from an on ~ the ground survey performed on 2123/2021 using GPS 591 Grand Island Dave (508)428-3344•P.O. Box 659 .711 Main Street, Osterville, MA 02655 RTK. Bamstable (Oyster Harbors) Mass. g g ) C) seci@suilivanengin.com in.com•www.suilivanengin.com 3 The datum used is NA VD '88. Draft: ASL/CTR Field: WHK/CTR/JOD 20 0 10 20 40 80 DATE June 21, 2021 SCALE 1 » = 20 Review: CTR Comp./Review: CTR/JOD/ASL Project: Ducey Project# 1998101