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HomeMy WebLinkAbout0085 OAKDALE PATH - Health wt - 85 Oakdale Path, Osterville A= 072-019 No..4210 1/3 BGR LrD ESSELTE 10% - . � o n TOWN OF BARNSTABLE LOCATION Q�K 'ba�> C&A SEWAGE# � �� VILLAGE ASSESSOR'S MAP&PARCEL 074bi INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type __ _" NO.OF BEDROOMS � �V/j¢.eU OWNER PERMIT DATE: � COMPLIANCE DATE: ((� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and EeachingTacility(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 leaching facility) Feet FURNISHED BY CJC,- 14no Cqqs �1 are 60us� 7L o ` 6sIVI - 2a . I 3 � No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLation for mispoBAY *pstem Construrtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Bandon( ) ❑Complete System ❑Individual Components XLocation Address or Lot No. &A U4 Q �j r ilk Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel O�Z O I`'�(i•� tom. 0 L'� C'�,..��df Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. j ce -�ccavtc,� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) /v gpd Design flow provided ffA gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil K .r-•Nature of Repairs or Alterations(Answer when applicable) /o ' 7✓ aGe —Maio- d'ePftr'! 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 Board f alth. Signed Date Application Approved by Date )O 1S Application Disapproved by Date for the following reasons Permit No. ogof l 311� 7— Date Issued v __e ------------------------------ No. Fee - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: to Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ,t �pritation for Disposal Opstent �onstruttionerrnit 4; Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components ; Location Address or Lot o. Owners Name Address and Tel.No. � d P "Owner's, �'��-ova�� Assessor's Map/Parcel O�� ® r" ` ►�,�v� v FO C 12 � r,✓Ni.ibe_ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms /" Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided MA gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil ! )C,Nature of Repairs or Alterations(Answer when applicable) i 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 Board pf Health. Signed Date Application Approved by Date Application Disapproved by Date t for the following reasons Permit No. a of Date Issued ------------ -------------------------------------------------------------------------------------------- ---------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Cutificate of Compliance THIS IS TOJCERTIFY,that n-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by ' at _ }�`; has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. o/ `3� dated_It) /i , Gj c Installer Alesigner #bedrooms V /I-- Approved design flow and 1 The issuance of this ermit shall no be construed as a guarantee that the system will functio as designed. Date Inspector _ b4* --------------------------.------------------- No. a0l --3l Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 61 Disposal 6pstem Construction Permit Permission is hereby granted to Construct( () Repair( ) Upgrade( ) Abandon( ) Y\System located at _�"/� f � 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.' j c. Date /0 —�,'� Approved by ` 1 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 4e PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Nplifation for Mispo8al .6pstem Construction Permit Application for a Permit to Construct(blir—Repair( ) Upgrade( ) .Abandon(U1___'E11Complete System ❑Individual Components Location Address or Lot No. pa Owner's Name,Address and Tel.No. ' Assessor's Map/Parcel �� �� tiS q /7 Installer's Name,Address,and Te.No. Designer' Name,Address,and Tel.No. <I VQK ;-t e-I?f, t C.,*S ril 6�.'�g hc. Type of Building: J Dwelling No.of Bedrooms 3 J Lot ize ,3Z G sq.ft. Garbage Grinder( ) Other Type of Building �eSrt�L"f7 l�.�( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)) U gpd Design flow provided 3 V gpd Plan Date /4Q rr-4 Gi 201 Number of sheets Revision Date Title rp{e 1''(4q 1'fcp OSI Size of Septic Tank 19041 Type of S.A.S. 2—S(yA .r Description of Soil �` �. Q!—�l� F.�X Zwm `o—2 f .SQ ���-, 3 G- S�"` �w La.�•-� E a�.� f� � Sb- l Y�l' C' ��� �.Sc�i r w*Y„� 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 Board Qf H alth. T ed Date .�2 Application Approved by Date Application Disapproved by Date for the following'reasons Permit No. �l" ^��/� Date Issued J No. Fee z: . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS , Yet t 2ppfication for bisposal 6psteut Construction 3permit Application for a Permit to Construct(i��Repair( ) Upgrade( ) Abandon(y�[],Complete System ❑Individual Components Location Address or Lot No. �" Cicq l e- f`a t 4 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel p 7 A Installers Name,Address,and Tel.No. Designers Name,Address,and Tel.No. // � /77 S Type of Building: `(� Dwelling No.of Bedrooms �� `l C J r Lot Size 32,32 0 sq.ft. Garbage Grinder( ) Other Type of Building �C'�s.'r�ey G l No.of Persons 1 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) r gpd Design flow provided gpd .01 Plan Date Afa�'C 4 G_, ZO Number of sheets Revision Date ��J� /� — (,Yv-e Title e A4A 0SeW /av-� / Size of Septic Tank l';c"O F Type of S.A.S. 2 --SO4- G-/ ., CL.dn e/ ; `/ SsLaA e Ate � / 1 Description of Soil T 61--L- 0-/G .if Lca,�s /o~ Z% r`i/� 5asad, Z�i'-3 C /�fF�yr•l 34.,�v Lea,, 3 5-A '' 7?U,. Za<<9-�-r C���� .f�h�� S-G - ,/" C G���-�.. ,fCira/. c �.1e Nature of Repairs or Alterations(Answer when applicable) A Date last inspected: . Y 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 Board of Health. Signed � �-"" Date � Application Approved by � � ="� �^� Date : A-7 h S_ Application Disapproved by Date for the following reasons Permit No. f(� ^O g Date Issued 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 q / at �`�5 Oa been constructed in accordance 1 with the provision�sto�f itle 5 andr hf e for Disposal System Construction Permit No� �6'� "d7�dated Installer �"� Designer ���l r'v94 t':-h t/�Ce-e- #bedrooms i Approved design flow\ 115 1✓ 1 god_, The issuance of this permit shall not be construed as a guarantee that the system will function as designed// P Date u b 1 Inspector '1 !tr/--.- ? ►U t s `./ y ------------------.------- - -- . - -. ---_ -------- - _ - No.,.VR C? Fee_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem (Construction permit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon System located at C a�CYA4� 17C-t�� 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 co pleted within three years of the date of this permi. Date ,* Approved by � ,� ' Town of Barnstable r �./ t Inspectional Services • P aIterseABL& Public Health Division n�AK Thomas McKean,Director 03 " 200 Main Street,Hyannis,MA 02601 ` Office: 508-8624644 Fax: 508-790-6304 Installer& Desiener Certification Form Date: Sewage Permit#. Assessor's Map\Parcel U Al' �. Designers l n (ht�l�ir�Installer: Address: An Address: �� �,d N Sfrct3�_v On 3 Z� r `' `i (e. -was issued a permit to install a (date) (installer) septic system at UIG���a 05 �111 t� based on a design drawn by (address) &I'm 7 (W-S V ITi rdated b (desi)per) ti ` 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 the system referenced above was constructed in co- p ce with the to rms of e approval letters Qf.applicable) �y�OF+� , JOH C. tttV 8 ,-(Installer's Signature) e40 4� 3a s IV(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 RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. lttoaWepts\HEALTMSEWER connecASEPT1COesignner Certification Form Rev 8.14-13.DOC ' r Doc21 :367P945 04-16-2019 10:10 BARNSTABLE LAND COURT REGISTRY DEED RESTRICTION WHEREAS,Brian T.Dacey,Trustee of 85 Oakdale Path Trust,u//d/t December 19,2017 with a mailing address of P.O. Box 95,Centerville,Massachusetts 02632,is the owner of the property known and numbered 85 Oakdale Path,Osterville,Barnstable County,Massachusetts 02655,which is shown as Lot 1TTT on Land Court Plan 15354-31,Lot 1UUU on Land Court Plan 15354-32 and Lot D on Land Court Plan 15490-E and registered with Certificate of Title - No.214987; WHEREAS,Brian T.Dacey,Trustee,as the owner of said property,has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any dwelling located on said property as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title P p i V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage;and WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.000, State Environmental Code,Title V,Minimum Requirements for Subsurface Disposal of Sanitary Sewage,are requiring the restriction on the number of bedrooms in the dwelling constructed on o-- the property be put on record with the Barnstable County Registry of Deeds by recording this N document; NOW THEREFORE,Brian T.Dacey,Trustee, does hereby place the following restriction on said property in accordance with their agreement with the Town of Barnstable Board of Health and Town of Barnstable Building Department,which restriction shall run with V the land and be binding upon all successors in title: 85 Oakdale Path,Osterville,MA may construct upon the lot a dwelling that contains a maximum of three(3)bedrooms. Brian T. Dacey,Trustee agrees that this shall be a permanent deed restriction affecting the property located at 85 Oakdale Path,Osterville, MA,shown as Lot ITTT on Land Court Plan 15354-31,Lot IUUU on Land Court Plan 15354-32 and Lot D on Land Court Plan 15490-E and registered with Certificate of Title No.214987. The foregoing restriction shall remain in force only so long as the property is serviced by a private septic system,and said restriction shall terminate and be of no force and effect upon connection of the property to a public sewer system. I The Grantor hereby certifies as follows: 1. I am the current and sole trustee of 85 Oakdale Path Trust; 2. 85 Oakdale Path Trust has not been altered,amended or revoked and is in full force and effect; 3. All of the beneficiaries of 85 Oakdale Path Trust are of full age and competent; 4. All of the beneficiaries of 85 Oakdale Path Trust have consented to the deed restriction of the premise. Executed under seal this day of April 2019. Brian To'bacf T stee COMMONWEALTH OF MASSACHUSETTS Barnstable County On this&A day of April 2019, before me, the undersigned notary public, personally appeared Brian T. Dacey,Trustee as aforesaid and proved to me through satisfactory evidence of identification,which was bt I1`GIS to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose. ' , 7i 0% `1 `, ,I/ Notary Public c��p �105 �i�;•� . WHITNEY VAIL B Rexpires'ODU TIIA M commission . NOTARY PUBLIC y = i � �A":N;= Commonwealth of Massachusetts '-'• + ion M December 515,202D Expires rJl r�J � c yM Is BARNSTABLE COUNTY BARNSTABLE REGISTRY OF DEEDS REGISTRY OF DEEDS John F. Meade, Register ATR!!UE COPY,ATTEST fi JOHN F.MEADE,REGISTER tlond Flog \ ,ter Gate {round) F b lnG iJ "�� NI Chu lli t Post `? ° Oyster Nr 1953$ oin ManholeE � + ' • & � Cc tch Basin ....... r � o Proposed , y drt Pole Work Limit co 7 $ 58 ..y � lity Nand Hole erhead Wires .wo tion Contour ciduous Tree - :Pro �. Chan , r D i v o y'/ niferous a Proposed 1 5=2 Stones uo , 2 Ann 6h nc'e ` Set along 50' Buffer Qf' and �F \ Typ ,FE ` AonPro Goro9 e 1 �\:' X Elev. 15' -z i f s : £ Proposed � \ Cobono Parcel I „ - �� ,A 32,32C Y #2 x - BVW x9 m + `^ Dw Ili o r? Proposed to e Pro o o 0 2 Sty wj(f emoli e [®rceway ed `\ 0 5 bO Pro ose Dwelling's '� p�oP� �� ( . o��,, -o o- Po'do FF El e v. 14' - N �o� 1 °, y �` �� Elev., 15..5 I `� ��'rn. h \•� � = �� ,gyp( CYD LO svw 50 BufferLO ` ---� _•�`l3 Legend: ----- --- — --- ---- — - -- OVERLAY DISTRICT: .9Aquifer — — DIRECTIONS AP-Ag f P t ton Olstncf L {� © Wetlond Flag `� N)I s GuC Inc I \ Me Rot�yntpko the�h rdsexif o ro Street.r Aye.- - FLOOD ZONE- i ��eo; 4'TV$��r a water Gate(round) v par 8 Stoy right m Shrth Street ono co,!ih,e o Light Poet t A�� - terNo 1g532ones A EL1D) X,.R, y Drpin Monhple �CPL E. O:h. C1 + C/oigvllfe Beach Rood Turn left onro South Moil, 0.2R A( ua1 C mce of Flood •T f 1 p+,�` S•' -� $!reef. Tum left onto South Main Street t tnc F 1.^- C&- O trarfrc light Continue o the bridge ort M , As sliexn On Map PUf" C 5 1 1� Catch Bosrn_ ;,/j t§ - Street. Turn left onto West Boy P,00d and f left - ,4'25001 C0756✓ M >• +t` Tr\;, 0 C8/DH - �ytC _ �e a 8 r ' pnt,Brldge St et Pust the gote hau5e.C ntinue Effective Jury 15,2014 �. •1 X } }:� O Guy Proposed '.�' 'o ,5 _ as ooi1,W leibnd.Ignr onto opkdple P m. ._ >l� Ha bo 1 1 f -0 Un't P.r Work-Limi� 4 S.. N7 - r_-. 6' d ,l e y Ut7ity H d Hole .h - ' t SEPTIC NOTES �tt--- t L '+- -DHW— Overhead W' :j cwalbn vflr-- 5M TM Naonre.yµnn nr c.na T2ln+e.. .. .. '.. Elev 6-C,tour sd�f„c - �� �� Rr -- lnr:PhymMcmmxmr5eel++aa I` v Gf f ^ Org1.Se2(1 A4F.lm.n,) ur Y � O ,5 lti \ 1 m ■'`]. - SwLvao F.BmR^N@C re lx Ua4.13v.1WA tone > n d y,'.e'�'h: \�p;`�1 Declduous Tree •y- . D1pn Pro 0•--.,y ` Driveway/, ( fFl; 0� q. _, �nr co.w.xw�rwr�l.wrr.mm.Pr.<mre`�.-ur.,�xrknr. umr y„- ••". ,'. F 1 ConJ Prof ero s. . d 15-2 $t. - - _ - �_ ` l� rt F '�r. »I. �.Rar�, a -.LOCATION MAP: (ytiyM/j $et ofg$0 Buffer 2�A/InU r/1 to �` !� <^mdi:u" mur5hM1 nmJv:se t, 7' .._�rAR.ec "Rmtwdrs:Awirfmmr„a Scale:.I"=. 2000't Tm FE on •/ SSRu.metA trmee Frm F sN; - X pE,ev°ise) HJO ASSESSORS REF.: I : / " r �� w peRa m we s•.rr nmam Mop 072, Porcet 019 _ /\/ u+ 1 ows<r�.r Im wrs,.amr....rareloro.oe cmr.a.. t \ N p Imrns 4 IF'fv mama mlf C ma - I* Proposed l,( ''\ � \J � � oo . asn,r=sr �" am•m.ame wlretrdrxa rlm@ \\ ! , Cabo o .. •- - Parcel Ar rya rxlrt.m at ar,,. w n r a.�,mmu. ZONE: .. 32,320t5 1 �; eun r `9a r. RF-1 i-, a an.ea<swrrmm,.fr.,mrm.r ur;�. .ae.Mm.rb, p A- s�.ve". � Arec'(min.)'87a2Q SF(RPOD) - ''. ' smam,m t `e m,u Frontage (min)20' Width rR II 9�. pp l\ 9' 1 m la qukm5', �n Nm Nap6,lNnl SNIIGrmE Y E g. 8e ea:r�rx I Y swRrAE ,ym wrm. mmr..e N. etboeksln) 125•, Front 30' -o .N Proposed to a Pro Side 15: I e °moo 2 Sty /(f emotl- e Dnvewa,y 5ed cx 7 - - Rear 15' I x o 0 0 eliing r pt°Pa n'� Existing:Septic e ppos ,cF Elev. t�' `to be Removed PERC TEST 15604 tiO dt I P aK r Y N r SU VtM1'LNf FC Va ?" ° •E1ev. 15'.5' - 1 5e. s'I rrxc c r. -' o F., 1 ,'81 P5 .-`I _ wmFssmR:Pn.^^.rnuc ar mlxsJmws•°s enutsrwacF to SITE PASSED p 4J ntA _. e5et �7 �I TEST HOLE-I 6r..ro TEST HOLE 2 + FELL P p ed J— wvuf Septic 2-500 Cot. E .MARK AA ,O _ FRY ,tXXf Y R / ' tc \• r� `Z E enamoers O 12.8' sA\ne 5AN0 t AM f.• I T B/w �'� .N62p4 hn Crushed Stone '.� • ■ Lo f5 N 5 .a 'Net'ond Poged BY -® 64.2' - _ 25.0 T t arm H.H 13/SEP/17 I \ ptd SAS DETAIL En n I h POO7 elf OEDAO SCALE 1"=20 RC R.IN<l�t ILIA e,.l P H s r F pUM.SANU 4 EU LN - ra down P t\ - ^o fxm.^v f rxX.��cxul .. LL R r DESIGN DATA _ - /' � ri e ' , 4 s.,FR rmmry - rnwn ued,rawrmrrrry naeeo '. � - n �� - 1 ' ate.-lJoaPp o-rx.rno .r.PrK rme � revA /wr.. r� "• rom rl _.��. ' ago e wee , •a 'r <x s.nl r LEACHINGAREA .' ror • " \ m. 1° J vocrofa7xrruLl +� RmFmm .. I _ 81 m 4 1 y fr aZ.e.mla.: ':as/"+eo,Ft r ACHIh - r a _. .. - seed-p'Y ,`�;;u A a A car •M m Pad F F L c+AMBE. DEVELOPED PROFILE OF SYSTEM" LEACHING CHAMBER OFSIGN -_ _ ....- _.... a NOT TO SCALE All P4ar`(e 4ArNk 14 Lve - I -- 7 VAJ Wnhd VronOumN.na ' - ' I_a_ eFaMm SMm ��-nd"orn CROSS SECTION OF CHAMBER P.evision:Extend Work Limit &Add Stones to 50'Buffer 3 26 2018 - NOTTOSCALE - TITLE: Site Plan PREPARED BY: PREPARED FOR: NOTES. . Proposed Improvements & {/1,a p 1.) The property,line information-shown was 2 At Sullivan Couanitlng l� I v"`�`e��� Brian DaCey compiled from available record information. m PC Sr 859. (3a8).28-3.Ns•ee7 Pp< Rood CwVvmn•gfn cam 2J. i 9 Y 4 5 1 ~ odt...nre MA 02655 z6s, 2.) The topographic information was obtained 85 Oakdale Path """af ""9 . 'r )•vu a9:/ psi from o on the ground Survey performed on ° 13/SEP T/i 7. \ BARNSTABLE (O ter Harbors MASS 3.) The doh'm used is NAVD 88 a 'fixed mean ys ) Craft J00/CTR I Field: WHK/ASK 20 0 '•0 2D AO &0 - sea level datum. DATE: 2018 CALE.' !m _ 10• Review:JOD i Comp/Droft/Review:RRC March 6 Project: 98101. D/aWRlg H C638_3Gt ext ..�. f `fir ��4 CERTIFICATE. F e411ALY :I I v U f MI Barnstable County Health Laboratory '(M-MA00.9� �.. e,CpIQESt15C�� - .. Recipient: Sally Desmond Order No. . G181:0.6335; Desmond Well Drilling Report Dated: 35/22/2018 P.O Box.2783' Submitter,., Well..Driller Orleans, MA.02553 Description:. 2.DAY RUSH-RTN_M:-.85 Oakdale.Path Laboratory ID# : 181 06335 Q1 Matrix:- water;-irrigation V4f Sample#: Sampled;, 05/18/2018 14 00 By: DWD. Collection.Address:r85 Oakdale Patti Osteryille,MAC RecelVed 05/18/2018 15.01: By: Pal merP Sample Location: Turn Around" 48 Hr RUSK Routine M ITEM RESULT UNITS RL, MCC METHOD# ANALYST TESTED. TIME; Nitrate as Nitrogen.; 6.8 mg/L 0.1t3, 10; " EPA.300.o` LAP 05/18/2018 10;01_ Iron ND mg/L 0:1.0 0:3 SM'3111B' LAP 05/22/2018 14:.54: Manganese ND`, mg/L 0;025 0.050 SM5111B. . LAP 05/22/2018 14`54:: pH 5 $ PH AT 25G NA 6.5-8.5` SM 4500-1­1-8 DCB 05I1812618 15:24 Sodium 19 , mg/L 2 5 20. SM"3111 B '• LAP. 05/22/2018. 14:54 Total Coliform 0 1100ML: 0 0 SM 9222b. RG 05/18/2018 16-30 Conductance 190 umoWcM .2;0. SM 25108 DGe 06/18/201.8 1524 - 2.5/10 _ _._.— - ---- ........ -- — -. Attached please find the laboratory certified'parameter list. Approved .Byc --- -_ ' 2 �... - (Lab Director) 'ND,=None Detected RL =:Reporting Limit'. MCL=Maximum.Contaminant Level .L_ 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508'.375.6605 Page: 1 of.1 I -- i Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports w� Well Driller ,ram �.w Please specify work performed: Address at well location: hw;+ New Well Street Number: Street Name: CY �85- --OAK DALE PATH_ -n Please specify well type: Building Lot#: Assessor's Map#: 0 Irri ation � 072 1,01 9 Z Assessor's Lot#: ZIP Code: Number Of Wells: 019 02655 Cityrrown: Well Location BARNSTABLE In public right t--of-way: GPS North: West: --� 41.62329 70:41256 Subdivision/Property/Description: Mailing Address: click here if same as well location address Property Owner: Street Number: Street Name: JOYCE LANDSCAPE 65 FLINT ST City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02648 Board of health permit obtained: G.Yes r Not Required Permit Number: Date Issued: W201812 05/04/2018 �- Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) I Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger Choose Bedrock— WELL LOG OVERBURDEN LITHOLOGY From(ft) To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition stem drill rate of fluid C� U [i— - r r. r r 0 20 Fine To Coarse S :, Brown Fast Siow �i YES ND � �.�! Loss Addition (" (' r r 20 25 Fine To Coarse S O Brown + . f`Fast r Slow - YES NO Loss Addition WELL LOG BEDROCK LITHOLOGY Drop in Extra fast or Loss or Visible Rust Extra I From(ft) To(ft) Code Comment addition of Large drill stem stow drill rate fluid Staining Chi s P r w' [Y;S rChoose Code r Yes NO Fast Slow Loss Addition ADDITIONAL WELL INFORMATION Developed F Yes r No Disinfected Total Well Depth 25 Depth to Bedrock Surface Seal Type lNone --- �racture Enhancement 'Yes No CASING Is Casing above ground, From To Type Thickness Diameter Driveshoe �0 1 21 Polyvinyl Chloride (Schedule 40 � rites SCREEN �No Screen From To Type Slot Size Diameter 21._..._.._._... 24 _ Stainless Steel Well Points `0.012 (4 _ WATER43EAMNG ZONES r DRY WEL 1.From To Yield(gpm) 10 25 12 PERMANENT PUMP(IF AVAILABLE) 3 Wire Variable Speed 1 Pump Description Horsepower Submersible Pump Intake Depth(ft) 19 Nominal Pump Capacity(gpm) 20 ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches Method Of (gal) 1(count) Placement i Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Driller Program Well Completion Reports(General) Choose Material � Choose Material_ � —Choose One i WELL TEST DATA Date Method Yield Time Pumped Pumping Level(ft Time To Recover Recovery(ft (gPm) (HH:MM) BGS) (HH:MM) BGS) _ _------_.___ 5/18/2018 Constant Rate Pump 12 1:30 11 0:01 10 WATER LEVEL Date Measured): .Static_.Depth BGS(ft) Flowing Rate(gpm) . _ _ I 5/18/2018 10 12 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. DESMOND THOMAS E Monitoring[Ml Supervising Driller Signature III DrillerDESMOND III Registration# 764 THOMAS,E DESMOND WELL Firm DRILLING INC. Rig Permit# 024 Date,Joob Co rnplete NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. S s � No. �� �" �`' Fee BOARD OF HEALTH r TOWN OF BARNSTABLE Application _Jor Vern Cou5tructiou Permit .Application is hereby made for a permit to Construct� Alter( ), or Repair( -an individual well at: ()oX"e- PhJh bra/©r Location-Addres Assessors Map and Parcel C;Z�, 'fin c-n 'T K T o. E�Dx q 5 C't-r o I l MA N(v3 2 Owner Address i e Mnd Lkolt ` f l J n G :)nc-- 5 RCw{ey- a. 'Po`pox a�83 O►'I miq Installer-Driller -� Address 02053 Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 1� J Capacity 20 t IpV-, Purpose of Well ti Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certi cate of Compliance has been issued by the Board of Health. Signed Date Application Approved By Date Application Disapproved for the following reasons: // Date Permit No. Issued` Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed dj), Altered( ), or Repaired( ) by�P�� ft?�Q �r; 1 l i 1�G ��I ate . Q y� Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Projection Regulation as described in the application for Well Construction Permit No.08� 01'9` —1 c— Dated 512411 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ---------=--------- - - - --- - No. �Jl© '� Fee BOARD OF HEALTH f' TOWN OF BARNSTABLE ZIp plication -for Vern Cougtruction Permit" Application is hereby made for a permit to Construct(,, Alter( ), or Repair( )» "an individual well at: 8 h� D�kd t.t�., t��..�, �5�er+r i 1 le.►�� bra/o;;�� - + Location-Address 82t®55 Assessors Map and Parcel I ced 1 -bv-►c,,o -rK WA 02(P3z Owner Address V,60 be )BOX � 3 Orlea,03 Installer-Driller ° Address 2(P 53 Type of Building 1 Dwelling V Other-Type of Building No. of Persons ut� ��1 Type of Well " 1 S Q\'1 6 V V(- Capacity 20}9Ph- yr Purpose of Well ....Agreement: ` The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not,to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed �.. A Y1 Date 4 p Application Approved By w Date Application Disapproved for the following reasons: 'C.:.:�'`m" �, Date Permit No. Issued kk Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of (Compliance THIS IS TO CERTIFY,that the individual well Constructed�(,�, Altered( ), or Repaired( ) by tJP` '1©Y1A e � �� 4 m , Inc . Installer at O�J VCR� Ct,��'. �'1 DS�L t 1�1 � G mA f�-1��G has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation.as described in the application for Well Construction Permit No.0DCI . � e'3-- Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector a r f aaasm+. .�7 :�ioae awu �o sb`i,wm--- .. —ms.vw.s�mACY m"f-.p'ti. wwYwwsw�r+r�s.ws,l�a+:rar.w w.M1.-..i4.0 o}aa.�sasm.+wr M3T. .r.w�e.e.ar<w+sr�w ai�_G• BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Construction permit No. ..- Fee q 5 Permission is hereby granted to x. Installer to Construct(/� Alter( ), or Repair( an individual well at: Y Street as,shown on the application for a Well Construction Permit No. � '` r Dated Date Approved By �� _ Town of Barnstable P# .15� b`� Department of Regulatory Services : . AASS� : Public Health Division Date Z 5�/I ■679. 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. Soil Suitability Assessment for Se wa a Disposal Performed B UII16 e e { 1� Witnessed By: LOCATION GENERAL INFORMATION Location Address in�.y�., rLcLn �(},�� Owner's Name "�•�_`I i MA- Address Assessor's Map/Parcel: Engineer's N % I kne�(t NEW CONSTTRUCTION V, REPAIR Telephone# ( -z> H t- Land Use Slopes(%) CU Surface Stones i Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) O Parent material(geologic) ��S Depth to Bedrock �6t{ Depth to Groundwater: Standing Water in Hole: 410XLA1— Weeping from Pit Face Estimated Seasonal High Groundwater N C V DETERNIINATION 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 M Adjustment_ . _- ft. _. ___. indexWell#. Reading Date __..__.._.1ndex Well lcdel _.... Adj.factor ,'. Adj.Groundwater.Level_ PERCOLATION TEST Date Tim Observation t Hole# Time at 9" e. Depth of Perc Time at 6" Start Pre-soak Time @ © Time(9"-6") �30 End Pre-soak b `5 Rate Mm./Inch `T Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data.To Be Completed on Back----------- ***If percolation test is to be conducted within 1001 of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure;Stones,Boulders. Consistency.%Gravel) to ZY- 36 Ala Sa 6'aaA 10t� 2 y 714 DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 41, 2t'— 311 AIE S"',jZ6 a t® Z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) n DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Mao: Above 500 year flood boundary No_ Yes —Within$00 year-bourAary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurrine Pervious Material 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 S ` � I certify that on ? tI LIZ (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 required tr ' ' expertise and experience described in 310 CMR 15.017. Signature % Y�� �,/1 P - Date 3 s,.2C✓� Q:\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION� ���,G��9G� �/ ¢/ SEWAGE# VILLAG ASSESSOR'S MAP 6i LOTl `7. � r INSTALLER'S NAME & PHONE NO. A & B CANCO 7754264 SEPTIC TANK CAPACITY Q LEACHING FACILITY:(type) 6X9 /C�.4 e,, (size) �OoD iP� NO. OF BEDROOMS PRIVATE WELL.OR PUBLIC WATER BUILDER OR OWNER 4d4lc �,Q DATE PERMIT ISSUED: 9 DATE COMPLIANCE ISSUED: eW VARIANCE GRANTED: Yes No � a_ :��. �� w �- `�_ � .� `� � _ �, i� F 019 .r-.. G No....9._ .�_.117 Fw&..........��......... APPROVED THE COMMONWEALTH OF MASSACHUSETTS lion Depa n BOARD OF HEALTH TOWN OF BARNSTABLE .� liraf ffit for Di Voml Wor1w Tonotrurtion Prrmit Application is hereby made for a Permit to Construct ( ) or Repair (-Ir-an Individual Sewage Disposal System at: 1 GZ IC R I& ,4�1� ® f i q Z�4V � Location-:\ddnss or Lot No. Q. W.aocQ o��ner A ss Installer Address Type of Building Size Lot............................Sq. feet .., Dwelling— No. of Bedrooms....-.-.....3---------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ............................... . . W Design Flow--------------------------------------------gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity..........•gallons Length................ Width.--..-.-.--.---- Diameter................ Depth................ Disposal Trench--No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------.-_-------- Diameter...-------_-.----. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 04 Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (Zq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 04 ......-----•---------------------------------------------------•-----•••••••--•.............----..........-•-•-............................._................ 0 Description of Soil..........................................................................................................---••---•-•-•••--....•--•-•••-•-•------••--•••___•------___--- V W U N tune of Repairs or Alterations—Answer when applicable..-1A�Ieill.......--I......14&.o.... f f......--s- ... ------Viz....+.a...-----� ' 1 = ......opa.---�- ------•---------------------------------------------------------------•-.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance ha b n ' ued the board of health. Signed ---------------- Z,110-f'"."------.----------------------------- .................o/..`.. . Application Approved By ...........C ' U......�.. ............. ` Date Application Disapproved for the following reasons: ...................................... . .......................................................................................... ............ ........................................................... ..................................................... . . .............................................. ........................................ Da q / ce Permit No. ......—t-Y------ ...1.�...7................... Issued . Dare ,ts-.iar•+,>,�e, `..�sa..t'.�.fit.:. +�'a.�,,.; 1 ;�..:•�+4• i�3�*�: .- `F`tr.J�a�S..r:2'�.-`a+..�a�•a M�s��..r�.�.�,::rp-t,.. �.ni.x�... ����wnn.f....,�L.3i;�rt,'�,"t��`�',�`.wna..l�a�..,.,7;' w.+Lr� No. = 1.27 Fss.... ::�.a......... THE COMMONWEALTH OF MASSACHUSETTS " . BOARD OF HEALTH TOWN OF BARNSTABLE 41liratuan for Di ipmial Worlai Tonfitrnrtiun rnmit Application is hereby made for a Permit to Construct�(.. ) or Repair ( w­*ran Individual,Sewage Disposal System at:i 4- ... ..• ---•- ��} Location-Address or Lot No. ��/!{1�1 Gi_-... .C:��C I�la.................................................. •------•---•-------------------'------••-•-------•---•--•--••----..._..........---............---- owner _ Address a ............................................., 11 Installer Address PQ U Type of Building Size Lot............................Sq. feet .-t Dwelling— No. of Bedrooms------------- ______________________ ----Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ........................:... No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Otherfixtures --------------------------------------------------------------------------------_---............................................................... Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank=Liquid capacity-----_......gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench--No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ 04 Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 44 Test Pit No. 2................minutes per inch- Depth of Test Pit.................... Depth to ground water........................ P4 ................•--.._...p....------------------------------------••--------._..._..._.._...._............................................................... ODescription of Soil.............................-......-•--------------•---••-........---------•-•---•-------------...-•---------------------._...__.-•-...---•----------•---•-••....._._ x U ...................... ...................................=-=-------------------------......._..---•-----------------•-------•-•---------------••----- ................................................_ UNature of Repairs or Alterations—Answer when applicable._-1&54.r4_Cl---------1.. _toz).rs--. ,.I./........ ;� :rr••-,. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of-TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued .y the board of health. Signed -----------------V - ...(1.....,..&_�.!'-avq'-----------------:......--................. ....... .......� `. Date Application Approved By .............. . - _........ - - 1 ..�.. .r..- ..( j Date Application Disapproved for the following reasons: ----------------------------- --------------...---------------..._......._-----------................:........................ ...... .. ....._.................................._...............................---.. ................................._-.-- ....- Dare PermitNo. ......�.�.......<_...1-�? 7----------------- Issued ..........................................................._...... Date ---.--- ————— ---__ - --_ ----._—_,.-.`..._,_. _ — - - _ -- — — THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 11 Prtif irate of t11amlatianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by............... t.f.(,.. 1UC 0_----------------------------------------- - ------------- -.. ............................. ....... . ... -- ............. at ------ ..................0&.�4A(... --14_4-.`-------- � .(l�✓i.!_l_. .--------------------------- -----------------------------------........._..----------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. -..... ..... dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE ` SYSTEM WILL FUNCTION SATISFACTO)tY. " DATE. "" - .... Inspector :.. .... ._-' .. ..--- --------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � TOWN OF BARNSTABLE -��,� FEE_._w'� ..._.... .._ Ra paaiittl Workn Tuntrudiaan rrmtt Permission is hereby granted----------- ... ---(^A) 0----•--------------------------------------------------•-•-------------__-_-_----_---_ to Construct ( ) or Repair (✓") an Individual Sewage Disposal System at No.---- ------ ------_b'o. J.�ln Street (�, / _� as shown on the application for Disposal Works Construction Permit No-l.Vr_/_.? . Dated_.____�,c.�j_' � / / •- Board of Health DATE..............-.........-•--�--=-�-••--•----�--------..._._..-•--------- FORM 36508 HOBBS✓4 WARREN,INC.,PUBLISHERS 100 o - i� - 1600 1 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL _ BE 2X6 @ 16"O.C.UNLESS 1z'-z° 2s'-o° - - OTHERWISE.NOTED. 2.ALL INTERIOR WALLS SHALL - /ri-- --------------` \ A.6 BE 2X4@16"O.C.UNLESS _ 2)2x12 OTHERWISE NOTED. r --------- - ROVIDE 10" DIAM.50NOTUBE HEADER T /P FLUSH cDNTRAG OR SHALL 3.CONTRACTOR SHALL VERIFY W/BIGFOOT FOOTING(BF20) _ L--_--- _ _ _ ___ N / Y FOR COLUMN SUPPORT AEfOVE TYPICAL /� __ ___ _APRON_____G FooTIN�NcovERa.�E un ALL WINDOW ROUGH OPENINGS A.8 A 8 o /��■ /=i -_/_-_ ■ 1 PRIOR TO ORDERING WINDOWS. `n 1 L' ---- ---- _ 4.CONTRACTOR SHALL VERIFY ♦Q-1 -__- / DROP TOP OF WALL DROP TOP OF WALL ^� _ E I 12°AT DOOR OPEN NG$ 12"AT DOOR OPENINGS \ ALL DIMENSIONS PRIOR TO I ' q Ts a'xa x 2s COLUMN A 8 CONSTRUCTION.CONTRACTOR _ IO THICK x 4-8 • ASSUMES RESPONSIBILITY FOR Q � A 8 ' CONCRETE WALL ON 2 STD.BASE PLATE 6 _ �2.10./2 P T LEDGER CONTINUOUS 20°xl0" BOLTS DIA.PANCHOR I ANY MISSING OR INCORRECT I I 3 1/2"GONG. FILLED I SHOWER ABOVE DOOR /2-5/B° DIA.m I CONCRETE'FOOTING • I -STL. LOLLY COLUMN LAG BOLTS I6°o.c. /--C I - I I DIMENSIONS NOT BROUGHT TO ON 36x36"x I2" DP. ________�_____ -- ---- - GONG FOOTING, TYP. ROVIDE tt5 REBAR5 @ - - TESIGNE . N OF THE I ATTENTION --- II P2"O.G.VERT IN MAIN } DESIGNER. " ----__ I IN TO FROST WWALLS. TTO TP. I I I \ I .�' GO NOT GION WHERE POUR I PITCH 1/8 "PER FOOT I REVISIONS • r- ., - L-l------ Im -- • - E ('INUOUS TOWARDS DOORS . . 1 1 _- -- - - I\ - I __ ___T ____T_ T __ _•_ 1 A.8 I I TYOV19,E IFII A+ ER GWB SM. L--J gM, III I ENTIRE GARAGE 4 CEILING o I PKT. PKT. 0 THICK x B-10 �BM. I A CONCRETE WALL ON Y .../.PKT. .......... .. + I___. __________________i ED I 3)11,I11e°LVL I CONTINUOUS 20"x10" I - I ■ • I CONCRETE FOOTING III E III j . 4"GONG.(54AB LAB I ?a I I .......... -.... - N IO MIL.Vq APOR RETARDER ... �. , .. .. ...... a5 I . ' I I I I I v DROPPED I° EARLY ENTRY I TS 4'x4°z 25°COLUMN 1' TS 4"z4°x 25'COLUMN 3)1%.11 e° LVL- I CONTRACTION JOINTS�T ON 36"z36"x 12'DP. 12 ON 36 x36"xl2" OF, - TYPICAL NO. REVISION DATE CONCRETE FOOTING CONCRETE FOOTING L-�I-'J j %"5TD.BASE PLATE 61 %'5TD.BASE PLATE 6 I - - ©COPYRIGHT 2-%'DIA.ANCHOR I 2_�°DIA.ANCHOR _ E III _ I 10"THICK x 4'-B" _ NORTHSIDE HEREBY EXPRESSLY RSERVES ITS riRm • I BOLTS TYP. BOLTS TYP. A.B III I I PROD1 EVERTEBARSN CONCRETE WALL ON THOMMONESEPLANSA EONOTTOBE REPRODUCED, F20UNDAT ION WALLS TO TIE( CONTINUOUS 20"z 10 ° - /_ n\ I • I IN TO FROST WALLS. TYP. CONCRETE FOOTING 'I CHANGED OR COPIED IN ANY FORM OR I BM. BM. III E CONNECTION WHERE POOR I MANNER WHATSOEVER WITHOUT FIRST PKT. PKT. - --------- I IS NOT CONTINUOUS. /I OBTAINING THE EXPRESS WRITTEN I r- II L\----- I\ PERMISSION AND CONSEPI OF NORTHSIDE ■ I • • ---- - ----.--■ -- ---- �. ■ / DESIGN ASSOCIATES >=11--===1 1_====L�L=�=== - r-- = - t-t_ ----- r I L--J L -J L--J/ II P 7. E --- - ------------�- / L I I I _ I DROPPED ` I 3 1/2°CONC.FILLED I II I A.8 TS 4"x4°z.25"COLUMN • LVL i5°STD.BASE PLATE 6 E - STL.LOLLY COLUMN I ON 3. FOOTING, DP. I II ■ I m 2-L°DIA.ANCHOR A 8 CONIC.FOOTING, TYP. i Y � o S BOLTS TYP. - I I E I 26-06 I FLUSH p°LVL I A.8 I I II'-8° 25'-0' P EARLY ENTRY2)1� I - - CONTRACTION JOINTS I TYPICAL I BASEMENT \ E I . : _ - DESIGNER: NORTHSIDE R CONIC.SLAB E k I \ STONE ON 10 MIL.VAPO II q 8 - q'g I I 10'THICK x B' 10° (RETARDER A 8 , I _ VENEER ` CONCRETE WALL ON r• T 7--�d _ DESIGN RETAINING CONTINUOUS 20'x / \ CONCRETE FOOTING I T5 IN4"x.25"COLUYIN r _ WALL -_--_- /-- _-_ _- __-----.�J I 1 3 1/2° NG.FILLED ON 3GN36"z12° OP. I ASSOCIATES ■ ' ' ' ' ' ' ' ' I 5TL LA LY COLUMN CONCRETE FOOTING I E I III I DISFINCNVE RESIDENTIAL&COMMERCIAL DESIGN --------------------- - J ON 36"x 6"x 12"DP. 5TD.BASE PLAT L F _ _ mm 141 MAIN STREET'YA0.MDUTHPORT'MA 02fiJ5 J\ III // CONC.F TING, TYP. 2-�5 DIA.ANCHOR A.6 III O m DROP FOUND.60° BOLTS TYP. I I--III A.8 - - ' - (SD61362-2210 (SOB1362-9W2 N I 7-5 ' 10'Oy4 I r B NORTHSIDEDESIGN COM DROPPED /'III - I / III I 3)I�xxilY"° LVL DROPPED ..... ..... ..... ........ .. f ..� .......... - nonnsdel�comcart.nec 'IIN 3)I�gxll%'LVL Ir 1 I Ir- 1 SM. i A.5 BASEI"IENT NOTES: 3 1/2°CONC. FILLED �I L L_- I 1 1 7-1 PKT I 1 I� I.MAIN FOUNDATION WALLS TO BE 10°POURED CONIC.W/2@1t5 BARS TOP $TRUCTU RAL ENGINEER: ----- I 5TL. LALLY COLUMN == _r DO_`r-_ -- ---3E- I I I I 2)2x12 6 BOTTOM FORM FOUNDATION ON IO°X2W STRIP FOOTING. r ON 36"x36°x12°DP ---I T II T y,T' HEADER , - PROVIDE 3@R5 HORIZ.BARS CONTINUOUS IN STRIP FOOTING W/ I x7D CONIC FOOTING, TYP. II L_`_ L- J FLUSH o KEYWAY.PROVIDE tt5 VERT. DOWELS @ 24"O.C.HORIZ. EXTENDED TAYLOR o v I B FLUSH I I I I I TYPIC L I V-6°MIN.ABOVE TOP.OF FOOTING. PROVIDE 5/B"ANCHOR - A.5 'II 2)I�xll%° LVL q'_p° _4° BOLTS @ 30 O.C.MAX.MIN 7°EMBEDMENT w 3°x3°xl/4°PLATE WASHER DESIGN LLC L----r)41. I L-}(-J =--- I_ ' F - - 2.ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2'CONCRETE FILLED LALLY III 14 FLUSH A.8 I/( - q,8 COLUMNS TO EXTEND TO FOOTING BELOW PROVIDE 6 x&z5/B'CAP PLATE -3- 13 2)1%.11p' LVL L� \ 6 7'x12°x3/4'BASE PLATE W/2 @3/4° DIA BOLTS.WELD ALL CONNECTIONS STAMP: 12 I I � FOOTINGS TO BE 36°z36°x12°SQUARE CONCRETE W/3#5 BARS EACH WAY. , - 5/8'ANCHOR BOLTS @ 36"O.G. III r 4x4 P.T. P05T ■ , L I - 2x10 P.T. LEDGER 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.WAX. M%N 7° EMBEDMENT E m - /2-5/8° DIA. -' 4.CONCRETE SLAB TO BE 4"POURED CONIC.ON COMPACTED FILL.III DN FOR LANDING/3"x3°1/4"PLATE WASHER BM: LAG BOLTS 16"O.C.DROP FOUND.GO- PKT. -I ll PROVIDE JOINTS ALONG WALLS AND BEAM COLUMN LINES. __-__-__-- T I • FLUSH I I' III O 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS 2017 \ 4x4 P.T,POS F REQUIRED BY CODE WINDOWS OR MECHANICAL m .r 2)Ixil%° L ( )DN FOR LANDING - FOOCTR ON 24"x24"x12" rII , 6.CONTRACTOR.SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN. - - - -------- , • FOOT L I J I 1 I fi' 4'-0'MINIMUM COVER. . STONE \ - 5 4 3 2 I / I \ PROJECT: p VENEER -� E I _V I BM I ■ I r- Ij 1 7.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP, PROPOSED RETAINING7 - BM' PKT. in WALL .36° DIAM.CORRUGATED A.8 - PKT.( P 1 _ , B.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. - KELLEH ER GALVANIZED STEEL L 281� 1 __ / p PROVIDE 10"DIAM. SONOTVBE q.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANT MISSING, AREAWAY CA GRAVEL --- -- -I I I �� III /I� ROVI DOWELS EACH BED, TYPICAL N -_ -_ _�9-I - w INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION RESIDENCE 50NOTUBE ON 20' WIDE z 10 OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. * - -� L-- -•- -- ,• T 2 2xi2 - -J, THICK CONT:CONCRETE - _ FOOTING TYPICAL85 OAKDALE PATH L- J HEADER( `�r - 10.GARAGE AND OTHER FILLED FOUNDATIONS: 10"POURED CONCRETE WALL • 8'-W B'-0°FLUSH I - z'-Ou W/2@ tt5 TOP 4 BOTTOM BARS. FORM FOUNDATION ON 20°XIO'STRIP FOOTING. OSTERVI LLE,MA. PROVIDE 2@ b5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. 3 I/2"CONIC, FILLED LAP TOP BARS TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/u5. O 7'-0" 3'-O"I STL. LALLY COLUMN DROPPED F BARS SPACED @ 12'O.C.VERTICALLY. PROVIDE 5/8"XI2"ANCHOR , ON 36"x36'x12" DP. 3)I%xII e"LVLL_ ' A.8 BOLTS @ 36"O.C.MAX.MIN 7" EMBEDMENT 1/3"xWA14" PLATE WASHER - TITLE' - C. CONC. FOOTING, TYP. 26'_p° 1p'_p° - I i - - FOUNDATION I a a TYPICAL NOTES: PLAN . - STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL.PLASTER BOARD/FINISH. SCALE:114"=1'-0" 36" DIAM.CORRUGATED GALVANIZED STEEL - 10"THICK x B'-10" AREAWAY W/GRAVEL CONCRETE WALL ON - BED, TYPICAL. I ' CONTINUOUS 20°z10" I FOR REVIEW BY ENGINEER D_ 1 2 4 8- I- CONCRETE FOOTING r I - E I I E A.8 A.8 I . NOT FOR CONSTRUCTION PROJECT#: SHEET 19-05 A.0 4\L - ----------- -� DATE: OF 4/11/19 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS IB'-o° - Iz z° + OTHERWISE.ALL ANT 2 INTERIOR WALLS SHALL 2'-W 9'-°^ /2'-6^ BE 2X4 @ 16"O.C.UNLESS 1 OTHERWISE NOTED. . - Twes4,o Twz6410 'Tw26410 Twz6410 rwesnlo . ! - CONC. - - 3.CONTRACTOR SHALL VERIFY - - • - APRON ALL WINDOW ROUGH OPENINGS 0 PRIOR TO ORDERING WINDOWS. r r o STEP 90BO OHGD g0BO OHGD 4.CONTRACTOR SHALL VERIFY r s - ® ALL DIMENSIONS PRIOR TO 3 SEASON b o' CONSTRUCTION. CONTRACTOR Q - LE�� IX4 MAHOGANY DECKING 'I - LQ�66 — = ON P.T. FRAME `I - ASSUMES RESPONSIBILITY FOR PORCH - - r ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THEVISIONSATTENTION OF THE 3 T RMA-TRU I DESIGNER. ' = B 0' 70 9-CITE 2)I4°S.L. L------ ---------------� L---'--'----------� REVISIONS BE CH Y5-0� 2B70 INSUL. © b20 . C335 MIN=r-i �© GARAGE v - Fmco-mnsxrr I - .. UP I 1 - I I 241.24 P A _k `0 • . REF16R ....... ......... .. ...... ......... _1 "1"! I t...t....l ! t..........- PROVIDE I LAYER 5/B° N _....._ ........ I. I I I I I ' A.5 1 I I I I TYPE°X° RAGE 4 GWB • .. 1.1 KITCHENENTIRE GARAGE 8 CEILING11 A130x150• ......I 29]....................\ ... ........ .:......... ........ ........... .... .. - 0 PATIO DINING ISLAND NO. REVISION DATE m - - ©COPYRIGHT s S� NORTHSIDE HEREBY EXPRESSLY RSERVES ITS a ° e COMMON LAW COPYRIGHT. 10 LAV LAILIN. THESE.PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR � MANNER WHATSOEVER WITHOUT FIRST 44I133L91 OBTAINING THE EXPRESS WRITTEN 436 p B° DIA. - I TVJ2 6 TW2 - PERMISSION AND CONSENT OF NORTHSIDE STEP COLUMNS TYP. - _BOXED BEAM I TN26410 TVJ264,O TW2641D DESIGN ASSOCIATES Tn BUILDER: oe K4'_0•. 3'-B° 4'0' 6'-O° 6'-6° 6'-6° 6'-0° PANTR GREAT ROOM r-B" / 25-o° 2s•-ox,e'-a• - DESIGNER: q NORTHSIDE _ m STONE VENEER '-6° _ 16'-6° - ❑ - DESIGN Rr=rAINING WALL - - ASSOCIATES PA/16410 FWD,00]2-4 ITW26410L-� _ 42°GAS FIREPLACE - _ r DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN J',5-'IY SHELVESVENT Up ABOVE R1 - 141 MAIN STREET'YARMOUTHPORT-MA 02675 7j � $ 1S08)362-2210 (SOB)362-9W2 4 2�4 5'-B° NORTHSIDEDESIGN.COM ASE'CAB......... ...............f._B'A5E'CAB......_....................................... A.5- SHELVES 40_C_O. _ ® STRUCTURAL ENGINEER: H L ie_; -mB' 4'-`'�2° 4�_°n q�_D" 6�_Bn 2'Bn - - TAYLOR .:......MASTER ...:.:... .. zs]o 6'0" A.5 BEDROOM - N. I NOTE: - - DESIGN LLC IX4 MAHOGANY DECKING - -- m ON P.T.FRAME ALL WINDOWS ON FIRST FLOOR THERMA-TRU TO BE SET AT 7'-0" TO ALIGN 3w7o qq PANEL WITH 7'-0" DOOR HEIGHT STAMP: O -0° _____ ,2)14"S.L. © 0 t----------------------+t, ---- r SHOWER / ______________ _ PORCH - SHELVES ENCLOSU - TN26410 TN264,D 1 .. FOYE \ OPEN TO ABOVE N NOTE' MASTER WALL FRAMING TO ALLOW FOR STONE CLEARANCE OF ELEC. OUTLETS PROJECT:- � � ' VENEER BATH `; `o TO BE CENTERED ON WINDOWS PROPOSED o RETAINING _ WALL - UP VO a of KELLEHER -� � RESIDENCE 6°x6"P.T.POST 85 OAKDALE PATH - CENTERED IN OSTERVILLE,MA. 10" DIA.COL. TYPICAL"O PROPOSED AREA- -IA t FLOOR LIVING 2636 50. FT 2nd FLOOR LIVING 1274 SO. FT. - TITLE OFFICE 659 SO.FT. FIRST FLOOR _ .. GARAGE AREA 650 50.FT. PORCH AREA 227 50.FT. I. ALL E%TERIOR WALLS SHALL BE 2X6 - PLAN 9 16"O.C.UNLESS OTHERWISE NOTED. O O NOTE: = 2.ALL INTERIOR WALLS SHALL BE 2X4 ALL WINDOWS ARE TO BE - - - SCALE:1 4"=1'-0" ®16' O.C.UNLESS OTHERWISE NOTED. —y - m 11r ..• Y- ANDERSEN 400 SERIES TW o '^ moo - - 3.CONTRACTOR SHALL VERIFY ALL WINDOW - O ROUGH OPENINGS PRIOR E ORDERING wlNDowS, w/Sf'LI ED RI PROTECTION FOR REVIEW BY ENGINEER 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS d APPLIED GRILLES o F PRIOR TO CONSTRUCTION. CONTRACTOR I - ASSUMES RESPONSIBILITY FOR ANY MISSING OR INSIDE AND OUTSIDE - - ECT DIMENSIONS NOT BROUGHT TO y_N PROJECT#: SHEET THE A THE ATTENTION OF THE DESIGNER. - 13n m� NOT FOR CONSTRUCTION ;�6410 rr-ulo-1 64,D 9-05 A.1 / 16'-0° iI-6•/ - DATE: OF 4/11/19 12 / y , ta. , - GENERAL NOTES a - - 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 5, 4„ 14i_4i, - CENTER w/GABLE ' 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS D OTHERWISE NOTED. CENTER w/GABLE 3.CONTRACTOR SHALL VERIFY - ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. - I TWt4410 - I 4.CONTRACTOR SHALL VERIFY . o ALL DIMENSIONS PRIOR TO _ 5 "WALL o . - _ CONSTRUCTION.CONTRACTOR - - ASSUMES RESPONSIBILITY FOR I I 1 ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHTTO 12'-0" i e_, THE ATTENTION OF THE. UP DESIGNER. ` al ' I m I'� REVISIONS v W.LC. z-zaSfi, m ------ - -- --- --------- B'-8°HEAD Gr. I - -v v - 20111 TlM1oi11 20111 ^ - I 3" 3° 5'-B° d ..... ......... DN...... ..OPTIONAL ..... Q - S. v °. _. OFFICE w A.5 Q n o x e zfifie �, J °x o i- �4 5 6 7 e 9.10-11 12 13 14 IS 48 60 , L v SHOWER I U ........0..R. O U' A a.:..._..... BATH#5 1 BEDROOM#3 zees --------- --- ------ a ®� m A 5 Y ° - F,----- I N - - I I •. 4 WA �.' 1 'SLOPE JLG UP W NO. REVISION DATE - B H#3 42"460° v ®COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS Nq ACCESS E11AA COMMON LAW COPYRIGHT. TO ATTIC THESE PLANS ARE NOTTO BE REPRODUCED, 2660 1 MANNERWHATSOEVER WITHOUT FIRST OBTAININGTHEEXPRESS WRITTEN lO6'WAL - 3_ S"_ PERMISSION AND CONSENT OF NORTHSIDE 5'4"WALL -{( DESIGN ASSOCIATES •.. - e — O©- TWT2015. O 4410 TN24410 TN24410 I I - BUILDER: BATH TWD0,5 f CENTER w/GABLE HANG-OUT wrzm5 ROOM TW144ID V'I lV_t - 0 5 4' 14' 4° 5'-4° ' 25'-0' - - TV.24410 o m DESIGNER: NORTHSIDE TW24d10 - 4_0° - - DESIGN ASSOCIATES 7'-4° ,_2° 10'-4° 9'-2° DISNNCTIVERE6IDENTIALECOMMERCIALDE1I6N I Y= TWT]O15 141 MAINSiREET•YARMOUYHPORT°MA026)5 t z J r , e v 50a NORTHSIDEDESIGN COM 9IW2 - o-FIREPLACE .i ....... i..... ...w. .....V.......2'y°6o°. .....LOFT.._ .� ... o - TWI3015 - northsldel@comcart.ne[62 � ( f 36 1 B - VENT _ _ BATH#2 DowE s A.5 - - -- - r 4'-e° � STRUCTURAL ENGINEER: a CUPOLA TAYLOR - M////����''''���� 3 CENTER BOTH D DESIGN LLC GARAGE BOTH'RIDGES - v z 13 \ U NOTE, STAMP: . 12 CONTRACTOR TO.PROVIDE FALL PREVENTION ON ALL.WINDOWS BEDROOM#2 . WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE.ALL u WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL TW14410 _ -;AID 6'W L COMPLY WITH THE REQUIREMENTS OF y OPEN TO BELOW�., ASTM F209O. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED:TO PROHIBIT THE FREE PA55AGE OF .. 8 d .. A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING _ WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN TW24410 7 J o ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. PROJECT: LL PROPOSED 5'HALLN246 NOTE: KELLEHER NALL CLEARANCE FRAMING OF-EEC ALLOV4 FOR UTLETS RESIDENCE N 5'-a° I -s° - TO BE CENTERED ON WINDOWS 85 OAKDALE PATH 5'-0° 210-o° 2-o° o - - OSTERVILLE,MA. NOTE: TITLE:ALL WINDOWS ARE TO BE - SECOND FLOOR ANDERSEN 400 SERIES TW m*= w/STORKA7C+4 PROTECTION PLAN APPLIED GRILLES INSIDE AND OUTSIDE mi- - - - SCALE:1/4"=1,_0„ - FOR REVIEW BY ENGINEER D 1 2 4 8 NOT FOR CONSTRUCTION PROJECT": SHEET 19-05 A.2 DATE: OF 4/11/19 12 Legend: ® OVERLAY DISTRICT: a x DIRECTIONS: AP = Aquifer Protection District Wetland Flag From Hyannis - Head west on Main Street. At CIUb OO Water Gate (round) ors / the Rotary take the third exit onto Scudder Ave. FLOOD ZONE: Harb 53g -' Stay right on Smith Street and continue on Light Post Oyster Craigville Beach Road. Turn left onto South Main Zones AE(EL10), X, & QD Drain Manhole Q> o O Street. Turn left onto South Main Street at the 0.211. Annual Chance of Flood 'r o` C r traffic light. Continue over the bride onto Main As Shown On Map 0� ® Catch Basin O G a / _• 9 9 #25001 CO756J �^/ o > - -•• - -- Street. Turn left onto West Bay Road and left ` ElCB/DH Q �° �ti ^ - _ - _ - f onto Bridge Street. Past the gate house, Continue Effective July 16, 2014 -1 Guy Proposed Q ,5$ �1 onto Oyster Way and right onto Oakdale Path. Work Limit W ' 2'28 _ _ - \� #85 is on the left. l v { A w w �✓� ` Utility Pole j ;. ± v Im Utility Hand Hole - SEPTIC NOTES -OH W- Overhead Wires I �c�� f 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours -25- - Elevation Contour Prior to Any Excavation For This Project the Contractor Shall Make ' the Required Notification to Dig Safe(1-888-344-7233)and contact N f 34.00' �. I ow Sullivan Engineering&Consulting Inc.(508 428-3344). j ' ' ( : / fin 1 8' 1 i an c ° 2.The Contractor is Required to Secure Appropriate Permits From Town o � Deciduous Tree d Pro Ch § f i ose i ve wa 'l \ f�F� ...... \ o Agencies For Construction Defined by This Plan. , q ^` r Op , O�j ^. ...` J/ . �.. i 3.Whenever Sewer Linea Must Cross Water Supply Linea Both Lines Shall O P G e y- t o I; Be Constructed ofChm 150 Pressure Pi and Shall be Water Tested to ' ' ,� n G1'Xq �(1 �C% Assure Watertightness. In General,Wad Lines Shall be Constructed in LOCATION MAP: + Coniferous Propo ed 1.5-2 S$nes �/� o - 0 Q1Sl 1 / \ 1 II Coordination With COMM Water,and Shall be in Accordance I Set /along 0' Bu fer �, LI i0(1e / ."2% nDVI--£hancc& �\ / 1} 1 l/j l \� !L With 248CMR1.00-7.00&310cMIL15.00. Scale: 1" = 2000'f I T ' � // �I Pr�opoted O( i r.'j ~� loth �1 ( �.\\ , I. ° 4.A Minimum of9"ofCoveris Required for All Components. � �I�CO ark; t 1 � y \I -p s.All Structures Buried Three Feet or More or Subject.. P a t i I , , , 1 1 " - 4 + , t1$ ,\ TH i� L to Vehicular Traffic to be H-20 Loading.It is the Engineer's ASSESSORS REF •I t \ e v. 1t \ .\ !; 91 a� Recommendation that H-20 Always be Used: p •• \ 51.41' \ ' \ o\ cfl I 6.Install Watertight Risers and Covers to Within 6 ofFmished Grade l \ \ , �_ 1 , 1 co Map 072, Parcel 019 • I ) � \ I / j I { ;�.� µ � "" '� \T}{_1 I lr\ II � Over Septic Tank Net and Outlet D-Box,and One Leaching Chamber. iw All covers are to be maximum 18"for concrete or 24"Cast lion.,. o 7.Septic System to be Installed in Accordance With 310 CMR 15.00& \` 1 248 CAR 1.00-7.00 Latest Revision and the Town of Barnstable ZONE. it ' ! I lJ Board ofHea/th Regulations. ; F 1 y v2,3 `Of ,' 5 \ +- 8.All Piping to be Sch.40 PVC. \ , �� ` { 9.D•Box Shall Have a Minimum Inside Dimension of 12,and a Minimum RF 1 t #2 \ �\ I ' rl hsF? x \o. > 1 1 ! Sump Area (min.) 87,120 SF (RPOD) BVW \ i \ �1 ^ \ -.- -1 m cn ` \ I I (p� 10.The Separation Distance Between the Septic Tank Inlets and ' Frontage min 20 I Outlets Shall No Less than the Liquid Depth.Net Tees Shall Extend g (min) , c"J Width (min) 125 \, \ \ ' ' I / ° 1 �\, ' a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" I i \ ; \ \ �^ i `` I a \o • ; \ Below the Flow Line,and Shall be Equipped With a Gas Baffle. Setbacks: I \\ Fron t 30' o \ \� `` 'o 1 cn 1 L 1 µ l \ 1 \ I 4 Side 15' N \ 1 ( Proposed \ 2 Sty w/f ( o5eabo� \7' Rear 15 s 1 \ i Dwelling oP Pt Existing Septic \ i ` FF Elev. 16' r \ 1t ``� to be Removed PERC TEST. \4 7' \ t se `\ \ � PERFORMED BY:CHARLES ROWLAND,PE- SULLIVAN ENGINEERING y �I ALs oo3SOILEVUA N 1586 WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF BARNSTABLE CO I c+ m ' ` ' ` ' I j j o� I \ I r / �., March 5,2018 \ Q ,fs ` ` , ° yy I 1 _� �0 e�,�$ \ I SITE PASSED Lo BVW 50', 'R t r \ I / 1 Buffer t �Z `\ e \ _ . � , f r �` I �. TEST HOLE 1 EL.17 o TEST HOLE-2 EL.16 0 Lo �? �1 I I L ' fo I i 0 -} l , 1 I . I . E' I 10"::::.: 16s 10" 1 OAM 15.2 1 / Buf e `86 + ' FILL. FfLL o / ro Proposed I ' , I 45.16' / 24 Septic Tank SANi).... ISO 24 SAND.......... 14.0 ,...•- •. i �i' A/E YER.lOYR. LA 10 .''a i 2-500 Gal. c VERYL►AItIC GRr1 YISH 9ROWiV... VERI'I)AitFC ORAYISHBROWN 4 / / / \\ t \\\ \\ �.•5l �, r 'Fs Chambers O 12.8' 36" : SANpY>~UAM...... ....... 14.0 34" ' .'.` ANDYtOAhf............. 13.1 1 tti\ \ .�''�5 ,Gj 1 oil Bw LAYER 1 oYR 5 8 BwLAYERIOYR5/9 BVW r `62 r0 4' YELLOWISHBROWN YELLOWISHBROWN (� � �' \ Crushed Stone LOAMYSAND 48" LOAMYSAND Wetland Fla ed \\ 25.0' 12.0 9 \ \� '' PER S 13.7 C YER IOYR7 6 Brad Hall 13/$EP/17 �' / / 1\\ \�4�. `ly �..' ! PERC RAT TIMED YELLOW i ; _ - = �o+ �F SAS DETAIL 50" 4.0 / g a G A9 e n r PERC RATT LA MIN ER Y(LTAR=0.74) 12.7 144 716 NO RO ADWATERMVCOVN YELMEDIUM SAND ✓ .- --'' / - j / f /' --- �,\.\ /Pool / t ' - 1 , Peke knoll SCALE 1 -20 l4a MEDIU1LbfO 5 Drawdownl Pit' / I I ( NO GROUNDWATER ENCOUNTERED 15 BVW , See Note 6 (typ.) 15' F.G. EL. 15.00* F.G. EL. 14.70* *Final Foundation GradingTo Be F.G. EL. 4. Min. DESIGNDATA ✓ - / -- ' � _ \ _ Coordinatedith Landscape Plan ,•�' ^' f /"' ./ I j/ _ ✓ / � r /� 3.75' Complies Single Family ,,..- -� '' ,.�' l Flow Equilizers �i' With 3 Bedroom @ I 10 GPD Finish Grade EL. 14.00 to Required Breakout No Garbage Grinder `y _ ..__ - - - ��~ �5 Installer To Total Daily Flow=330 GPD 3' Con firm Prior EL. i 7 1500 Gallon Use a1500 Gal S Septic �! / TBM T CB H• Compacted Fill Filter To Any Work Septic Tank EL. 12.50 Top EL 13.00 eP op � � H-20 Required H-20 N Of TOP 88 Fabric LEACHING AREA `s'r� 1 And/or (see Note 5) D-Box EL.12.12 on H-20 1/8" - 1/2" 12.00 330GPD/0.74(LTAR)=446SFRequired Oyu, CB/bH Pea Stone To Be Installed On /V Chamber Leaching Sidewali=2(12'+25)2'=148SF , 3' Fnd 3/4" - 1 1/2" a e o a175se _ Bat. EL. 10.00 Bottom Area=(11'x25�=300SF , LEACHING Double Washed Total Provided=448 SF 0. 699 cn Stone Bedding,"T"s ;.:.:.:.:. a:::;..;::.':a:•: CHAMBER DEVELOPED PROFILE OF SYSTEM i Inspection Port, If:: A4Ctriililed::;liislri0ti :;:dt::{2CpI0Ce .o & Baffels tif':LinSurtdble to LEACHING CHAMBER DESIGN �oe FCISTER <c44 4' - 10" as Per Title 5 Ills`.<1wte1 PSnrrreter of �%Syslem: All Prpes to be Schedule 40. Use TANA 12' L �' I - 10" NOT TO SCALE � - 2-500 Gal.Leaching Chambers in a EL. 4 12'x25'Washed Stone Field asShown. No Groundwater CROSS SECTION OF CHAMBER Per Test Hole 1 Revision:1UPdate Proposed House & Pool Location 4 91912019q5 I Revision Extend Work Limit & Add Stones to 50' Buffer 1312612018 NOT TO SCALE TI TLE. Site Plan PREPARED BY.• PREPARED FOR: NOTES. Proposed ImprovementsSuffivavonsuldng, Engineering e C u� 1.) The property line information shown was 2 Ina CGS Bra n D �+ m � e acey complied from available record information. At (508)428-3344•seci®sullivanengin.com 23 West Bay Rd, Suite G y Q t h PO Box 659.7 Parker Road 8� Oakdale P�t1 I Osterville MA 02655 Osterville MA 02655 2.) The topographic information was obtained www.suliivanengin.com (508) 420-3994 / 420-3995fax www.copesurv.com from on on the ground survey performed on 13/SEP T/17. �l BARNSTABLE (OysterMASS . Harbors) Draft: JOD/CTR Field: WHK/ASK - 20 0 10 20 40 gp 3.) The datum used is NA VD '88, a fixed mean �:L DATE: CALF Review:JOD Comp/Draft/Review: RRL sea level datum. March 6, 2018 1 = 20 Project: 98101 Drawing # C636_3G 1 ex 1 Legend: ® OVERLAY DISTRICT: DIRECTIONS: AP - Aquifer Protection District ID Wetland Flag Inc i I \ From Hyannis - Head west on Main Street. At w r ate round N�F s Gib i the Rotary take the third exit onto Scudder Ave. FLOOD ZONE: . O Water Gate (round) Norbog3g --' Stay right on Smith Street and continue on Light Post {et 0119 �1� Craigville Beach Road. Turn left onto South Main Zones AE(EL10), X, & DQ Drain Manhole Z c 0.2q Annual Chance of Flood t)Ys ,�• Street. Turn left onto South Main Street at the C,e° traffic light. Continue over the bride onto Main As Shown On Map ® Catch Basin N G / - - _ -- \ y g 25001CO756J \ o° V ,�� R Street. Turn left onto West Bay Road and left # 4. O CB/DH �zIT - - - . _ onto Bride Street. Past the ate house, 9 9 Continue Effective July 16, 2014 Guy Proposed Q $" �.���\\ onto Oyster Way and right onto Oakdale Path Work Limit W Q O 2'2 � $ 5 - �� _ !_' #85 is on the left. ": ; '' a . O Utility Pole �1 �7 - x r ® Utility Hand Hole N i . 1 SEP7ICNOTE5 -OHW Overhead 'Wires l - .- r'� i`� '� r, 1.Laxti�of Utilities Shown This Plan Are Approx.At Least 72 Hours ii a C I rdr� � \ w Prior to Any Excavation For This Project the Contracror Shall Make -25- Elevation Contour Y 5. Side < / It / / t c� the Requirod Notification to Dig Safe(1-888-344-7233)and contact 0' °w Sullivan Engineering tit Consulting Inc.(508428-3344). f r� o 2.The Contractor is to Secure 'ate Permits From Town • Deciduous Tree / -� ( ' 9.7' Pro s ,�/.l Chan i'; ea For Required ApProPn . ! ` . �• � � {�,� f� c Agencies Construction Defined by TYris Plan. D Ivewau \'i l i �� 1# � 3.Wherever Sewer Linea Must Cross Water Supply Lines Both Lines Shall Be Constructed ofChm ISO Pressure Pipe and Shall be Water Tested in ~ I Assine Watertightness. In General,Water Lines Shall be Constructed in LOCATION MAP: + Coniferous Propoled 1.5-2' S$nes nGG h�� �� / / f" nE \ \ p Coordination WithCOMM Water and shall be in accordance ,, Set(along O' Buffer _.-(' / /f /` Ce oed `• \ \95 b With 248 CMR 1.00-7.00&310 CAM 15.00. Scale: 1 = 2000,f Ty . . ! / I ; f-% f / �'► G t �y J1 \ \ I O 4.A Minimum of9"ofCover•is Required for All Components. S.All Stmctrms Buried Three Fee or More or Subject Q� to Vehicular Traffic to be H--20 It is the Engineers ■ \' IPoa \ \� �� t (� TH �,} � Recommendation Used. ASSESSORS REF: 1 D ra►IVdO n P , ! ' ! : I o\ , 6 hnstall Watertight Risers and Covers to Within 6"of mished Grade \ ( / \ \ )'� ' Map 072, Parcel 019 TH_1 er\ ii Over Septic Tank Net and Oude4 D-Box,and One Leaching Chamber. \ \ , ( O tl \ p All covers are to be maximum 18"for concrete or 24"Casthon. I \ ! 1 ( l ' t - -- 1 ` -L✓ 7.Septic System to be lastalled in Accordance with 310 CAR 15.00& 248 CAR 1.00-7.00 Latest Revision and the Town ofBarnstable ZONE• Boatel ofHeaM Regula 'tions. ! 1 f 1 �`•\!! ( ! :J -- �2,32\0t i \ + 8.All Piping to be Sch.40 PVC. RF-1 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum #2 X �`A 1� ; 1 (y �, R; snmPef6� Area (min.) 87,120 SF (RPOD) Bvw l �\ 1 j :! ; - -1g mom ,\`o �\ \ CP.� 10.TheSeparatronDistanceBetweentheSepticTankWebana Frontage (min) 20' Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend \^ `� aMmrmum of10"Below the Flow Line.Outlet Tees Shall Extend 14"\\1 `• ! � �� � -b � '� i � . . Width (min) 125' Below the Flow Ling and Shall be EgwAwd With a Gas Baffle. Setbacks: �\ �� / 90 1 11.Phmrbing Ejector Pump Shall be for Cabana orBasement Flow 0*-No Fron_ t 30' O \ \�_ \ 'a y T O tP� 0 �. ` \ Z / • Bedrooms/QS°/.ofDeaign Flow. Pump Shall be a Non-Grinder Pump) ' �z O \ ' With a discharge flow rate less than 60 gallons per minute at the design Side 15 I ! { ` \ \\\ \ ; (t) ' ( <i Cif N ` \� `'ti total chead and capable of s' a two-inch diameter ' Sed o* 1 , v, \.� t�� > ms Rear 15 sofid Existing Septic to be Removed PERC TEST.15,604 PERFORMED BY:CHARLES ROWLAND,PE- SULLIVANENGINEERING .� CONSULTING,INC. P !\. \\M SOIL EVALUATOR NO.13586 o b ! i \ e " DESMARAIS,R.S.-T OWNOFBARNSTABLE COI I � m ' \\ o- �co ' I ! j \.\ j f WITNESSED BY:DONNALD March 5,2018 3 \ ' �cANO. h • ! I I �10 �� �. \ r SITE PASSED ! B "' . �. ! 1 , uffer \ TEST HOLE- 1 EL.17.0 TEST HOLE-2 EL.16o 1_ I ; l ,. / I 1 r 'I - . . .... . \ o r I r r'.'.'.... .'..... LOAM-'..'.'.•.•..:.:...... :'.'.'.'.`.'.'.':'. n ..... " :.'.:'.:'.:'.:::'.':.'::LOAM:':::::.:.:'.:'.:':: 10 16.2 10 15.2 0 '.� , \'C<`a yr � .'.''..'..'..''.FILL............ ..... ....: ...FII1,....,:. .......... \ b .. ... ... ...... .. ........I........ .................... i !� C �� 1 Proposed ..... ..... ....... . P c 1 / 1 ! / / � I :: " _ -_ � e E 41.6 ..' J t Septic Tank 24 `.•:.'.".'...':.'.'.'.'.','.'SAND'.'....•..:.':.':.':;.':15.0 24 SAND':•.'.'.'.'.'.'.'.':.'.:'.'.'.'. 14.0 I r �' 1 �� �� ri / : LAYERAO ...............'.. 0� r 2-500 Gal. i J ' / o O 12.8' VEkYDARK.OiRAYISHBROWIV. VERYDARK.GRAYISHBRbWN \ :d �• 1\ <S r e Chambers 4 f J\ �S UI L i�5 `' ;�r 12 36" .... .....'..'$t1NDYL�Ah#'.:.:......... 14.0 34" ...........':.".$ANDY.LS3AM':....'.'.' ...: 132 11n "� , i BW LAYER IDYR58 BwLA IOYR58 BVW r� { 62 n(� 4 YELLOWISHBROWN YELLOWISHBROWN ✓ f \ \ 0 * v� 'p' ` G Crushed Stone LOAMYSAND " LOAMYSAND Wetland F/aged ' / / ` (tom ( II 25.0' 48 12.0 / r �Y \ \S -� T 13.7 CLAYER10YR76 Brad Hall 13/$EP/17 / / X ` \ ` lg .• PERC RATE TTMED YELLOW >1 . c M1 J < SAS DETAIL " PERC RATE<5MIN/Ql(LTAR=0.74) 12.7 144 OGROUNDWATER MEIUMSAND 4.0 F to 50 DESIGN DATA i 1 i \\ P RE N �F ! \ ? 1 op X� N n n CLAYER IOYR716 S;ngleFamly /5 ���� -:�.� 7 �e< G60�g SCALE 1 =20 YELLOW I -3B,-&.@1106PD ,/ / .✓�� SL / // rr.il ( 1 Qe C1� 144 AfEURMSAI s No� / '' ✓ f \\/ / j �/ i� 1 ( ! NO GROUNDWATER ENCOUNTERED use a 1 s Septic Tank / NBVW 0 See Note 6 (typ.) 15' LEACHINf'iAREA-' ✓ ' ". °" A \\ ��i I / _ s F.G. EL. 14.70' - •Final Foundation Gradin 7o Be F. Min. 330 GPD/0.74 TAR =446 SF r OF 1,.Q� \ i i r II F.G. EL. 15.00 (L ) $agtGmd f, 4�" � ,...: ,r' CoordinatedWith Landscape Plan Complies Sidewall=2(12'+25)2'=148 SF _._ /, 3.75' Bottom Area=(12'x 257=300 SF Flow E 1n J� q 1.uilizers BreakWith Total Provided=448 SF g� P# C r ' out "�' � ���.�. .,�- � -Finish Grade EL. 14.00 r As Required wul T - Installer To EL. 1500 Gdllon LEACHING CFIAMBER DESIGN f 3' Confirm Prior A Compacted Fill To An Work Septic Tank 12.50 Too EL. 13.00 All Pipes to be Schedule 40. Use T < /:/ T8M Top dab- Filter Y H-20 Required H-20 c� }/ 'c :.{1=1,1.8"7VAVD 88 Fabric D-Box EL.12.12 2-500 Gal.Leaching Chambers in a F'p / / " (See Note 5) ' 121x 25'Washed Stone Field as Shown. `sly r; ` /And O� 1.i. H-20 ._ .. r 1 8 1 2 i Leaching Pea Stone To Be Installed On /� Chamber FindCB/OHa a ompac e � Bot. EL 10.00 - LEACH IN 3/4" - 1 1/2"Double Washed Bedding..,T" Stone, s, ...... .............................,....:.»,... .,...�........., CHAMBER DEVELOPED PROFILE OF SYSTEM Inspection Port, 1f t MetiUltf r 12emdue 8..#ep ace U date Cabana Utlltles 03 10 2020 & Baffels e;aon .....................inln: ':;af " as Per Title 5 Ad ust Pool Cabana1012312019 4 - 10 ......................................................Prmstsr of Sys{e :. Add Pool Fence 10 12 2019 r 12' - 10" NOT TO SCALE ............:. EL. 4 Rotate House Out Of 1 0 Buffer No Groundwater & Revert Pool NEAR Approved Location 412212019 CROSS SECTION OF CHAMBER Per Test Hole Update Proposed House & Pool Location 4/19/2019 NOT TO SCALE Revision: Extend Work Limit & Add Stones to 50' Buffer 312 2018 T/TLE Site Plan PREPARED BY. PREPARED FOR: NOTES: PropoPr Improvements_ EngWeermng& sed CapeS1.) The property line information shown was = suffivanConsultingIna Br� n D coin iled from available record information. m• a acey p rr, A t (508)428-3344•seci®sullivanengin.com y PO Box 659.7 Parker Road 23 West.Bay Rd,..Suite G Q Q ostervine MA Parker Ostervme MA 02655 2.) The topographic information was obtained 8� Oakdale Path 508 420-3994 420-3995fox wwwaullivanengin.cam ( 1 / from an on the ground survey performed on www.copesurv.com 13/SEP T/17. BARNSTABLE (OysterMASS Harbors) Draft: JOD/CTR Field: WHK/ASK 20 0 10 20 40 80 '� 3.) The datum used is NA VD '88, a fixed mean �a . . DATE: CALE: » Review:JOD Comp/Draft/Review: RRL sea level datum. March 6, 2018 1 = 20 Project: 98101 Drawing # C636_3G1 exi