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HomeMy WebLinkAbout0025 STARBOARD LANE - Health (2) J S'= 075— is No. 0 � Fee t J 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zippfitation for Disposal *pstem Construction Permit Application for a Permit to Construct(( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. 2 ( ! h� Owngg��'s Name, ddres ,and Tel.No, O5+ePvil(� faSq '41 t461,V 4- 0eX11e R6 Assessor's Map/Parcel 6,'3 O-7 5- Installer's Name,Address,and Tel.No. :.570 F -3 66 Designer's Nam ,Address,and Tel.No. Clg ��, s tom, w S✓h,*Vgn 1=nf:n erf�n� �F Ccv�tf 0 r' O�� Y28 �3`�4� Type o Building: Dwelling No.of Bedrooms Lot Size 7 Si G 3 d sq.ft. Garbage Grinder( ) Other Type of Building 41C44o Q No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requ' ed) _s� gpd Design flow provided J�f;�. / gpd Plan Date (2 2 3 20Z Number of sheets I Revision Date Title !`�o 4 p` Of� /ZTb►?IN PA^�S Size of Septic Tank &()S'?'Ar (TOO 641(Vt.Type of S.A.S. 7C SVp Vff41 h Q j Description of Soil _ T H I Natu a of ai s rAlterations(Answer when ap)icab e) l�`� S-�D Sa Q 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 7 f Ith. / Signed Date Application Approved by 9- Date , �-'- Application Disapproved by Date for the following reasons Permit No. oPO�L�— 6'� Date Issued »� «_--__ --__- --------------------------— ------------------------------------------- ! f Fee.i P Entered in"eom uteri 1 THE COMMONWEALTH OF MASSACHUSETTS � Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS RppYitation for Misposar Opstem construction Vermit ' Application fora Permit to Construct((,) Repair( ) Upgrade( ) Abandon( ) Ej Complete System ©l"ndividuAll Components Location Address or Lot No. t r-Koe7ee f Owner's Name,Address,and Tel.No. r.,f ll-P Mb 5--i An-�4 C,-f Assessor's Map/Parcel /�' -7 S Installer's Name,Address,and Tel.No. s0 L? Designer's Name,Address,and Tel.No. & fOF � i Type of Building: Dwelling No.of Bedrooms E I Lot Size ;ci f sq.ft. Garbage Grinder( ) Other Type of Building l"a ' No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) ��~�`</ gpd Design flow provided I gpd Plan Date 1 c�h���2� 'Number of sheets Revisionbate l Title ,. 1 4 h P.-C,Po, Pdht��-A lyr /1. E It f Size of Septic Tank F;9; S� Rr /5':0 (,ram/lv Type of S.A.S. `� GG 6 ft ACI), i Description of Soil (H -- �/l e Nature of Repairs or Alterations(Answer when applicab e) t1Gat ,f�,�y 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/of Health. Signed /,+,Of s� ,. _ Date Application Approved by _ �.- , Date i :Application Disapproved by Date for the following reasons Permit No. �� 60 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( at has been constructed in acco`dance with the prov'sio s o itle 5 and the for Disposal System Construction Permit No.a 0A2-r 004 dated Installer( /� r Designer S4-!�/�v��, �(pr}ly��r:r,,e, #bedrooms Approved design,flow gpd The issuance of this permit shall not be construed as a guarantee that the system willnct on as designed. Oc P Date ti Inspector 1a ajl,- "No. 0 "" Fee r� ! THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction J)Prmit Permission is hereby granted to Construct O Repair( ) Upgrade( ) Abandon( ) System,located at 2 17— S44t.`E', co(d t'a.,o p 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. ..,. Date �'"'"+�� �'"' Approved by vs d � a TOWN OF BARNSTABLE LOCATION S-VUC, &Wr& l-n SEWAGE# 2-Oa-0®8S VILLAGE e%A.�,%e, ®S �' f� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. L ' SEPTIC TANK CAPACITY ,r ti, LEACHING FACILITY.(type( �oo� e (size) NO.OF BEDROOMS OWNER ,.,ICU Su n PERMIT DATE: J— 1 sv2 y COMPLIANCE DATE: ` Separation Distance Between tlie: ' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well nd L chi g F lity(If any ells exist on site or within 200 et o c cili Feet Edge of Wetland and Leac ' i .(If we 1 s e ithin 300 feet of leachi facility) Feet FURNISHED BY Y -37`1+�� a � � Town of Barnstable Regulatory Services Q: Richard V. Scali, Interim Director Rkw4STAUMPublic Health Division :61q. �� � Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& DesiWer Certification Form Date: 3/24/2022 Sewage Permit# Assessor's Map\Parcel 1ss/o75 Installer: Designer: Sullivan Engineering&Consulting,Inc. Joyce Landscaping Inc. Address: 711 Main Street/PO Box 659 Address: 68 Flint Street Osterville,MA 02655 Marstons Mills,MA 02648 Joyce Landscaping Inc. On was issued a permit to install a (date) (installer) 25 Starboard Lane, Osterville MA based on a design drawn b septic system at � y (address) Sullivan Engineering&Consulting, Inc. dated 12/23/2021 (designer) 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 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. ce i that sy em referenced above was constructed iance with the terms e a av etters.(if-applicable) �ZHOF AS S,q T. ryJ IL ( ature) b52 aAL, nature) (Affix Designer s tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH_THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Dcsigner Certification Form Rev 8-14-13.doc T - - � � al 15 I Sun•Room, I PVOPOS[D PLANS I I - I I i I I I I I I ' REMOVE EXISTING BAY V-41• 6'-41• WINDOWS EUAL�------ EQUL ——————— II II I WALL A Wz I mm Bed 4 NFI XI :=° i i Ing ly R om e1i-'xaq'-5 DO Y e RY-B'x 16'•i I 1 xS`ul I I •16'-0 z 16'-q ' I I I I RAISE EXISTING CEILING-1 pp • I I I I ' A�? _ I ADIACE T CEILIN II ® II CEILING B I I est B',d 5 EXISTING WALL WAS REMOVED Dry Bar Buffet I I BEAM ABOVE BOOKS •`l0'•4•i 13- REMOVE EXISTING O —7]--17"-LL— ———————— — 0 7A CLOSET a 1 ------------------- .a -----® a DP p,O[f,J------- i i mn ]•' I I ---- II II II tGhen_ --- w _ ADD 6 SHELVES LV ESfefRr III E—Rall commd Center refdR. 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L I P G O L D EeN A R C M 1 T E C T 4- -Ar/� ® 74 SUMMIT STREET CENTRAL FALLS. RHODE ISLAND 02663 Q % 401.413.6073 J G O L D E N a j a m e P 9 o 1 d e n c o 9 - WPyright 2021 m a14 Be Deck PVOPOSID PLANS P �O —DECK TO BE I -- --------- — — ------- FLUSH___— a __—_ �— I r 6'-0• ® I 5-0 '-o 11 I W I I I --RAISE DOOR AS REQ'D TO I BE i ABOVE DECK I —————— NEW ROILING I Master Deck © as eF6e 9 aster WIC HEIGHT,HEIGHT,INTERIOR CURB .tz'-o•x ti-6• i .tY-Y x is-t• I I a 7-8•x tz-a i .tT-z•x tfi•-t' I — [4d I I ————— NEW IPE DECKIN I I �zoa I I •o-x t4'o• I xox e � I I I I _ :01 N-1- Second Flotal, B6 2 Master BatL — L .t9'-o'x 9•-4- iS .14'-8•x tz.-9• Y'•_�.T- ——____ I r � e I �11' I 3 Storage in save I o � I o Window lilac edout on - �} �? interior - O ce r, .ti-b'z 13'-t0• -- ——————— ——————— ————— ——————— ——————— ———— ———————————————————— 4'.0- u'-uj- 4•-0- u'-ui' 4'-0- i I _ I t o zos— 'r UPPIR lIV[l R00R PUN — I I N.gym. Bath 3 ' op of Stairs ® .fi'-o'x to- xo7 •t3'-5 x to'-8' ® I n X i rvairy j f x � -zos '-0 5•-8• •-i '--- 1 to• •P �I ---------i----------- 0 ---- I x'-0 We I I x I � O ✓ r—————� I i ? N I I 00 - - - - - -- - - I - - THI ROSIER USIDEN(I M — 25 S TARBOAR D LANE O STE RVI L LE MASSAC H U S ETTS d m Storage in cave Storage in cave 0 0 ^ L------ -------- --__--__ J J A M E S P H I L L I P G O L D E N A R C H I T E G T ) 74 SUMMIT STREET CENTRAL FALLS, RHODE ISLAND 02863 Q 401.413.8073 J G O L D E N 0 j a m a a P 9 0 1 d a c V.S. 6'-xi' 6'-Bd' - copyright 2021 n a ) 5•-6• t9•-Y -o i DIRECTIONS: From Hyannis - Follow Main Street to the WestA End Rotary, Take third exit onto Scudder Ave. Turn right onto Smith Street at the stop sign. l ' Continue on to Craigville Beach Road and left NIF le Tr. onto South Main Street. Continue over the Erniiy J. $tar'92014 Tr. �} bridge into Osterville and turn right onto ErnilY J. Starboard Lane #25 is on the left. w� 261.11' *i I r . •� Diu , , $etbac� 15' gld9_� 1 y fi 21 04 / 1 M LOCATION MAP: to t M Scale: 1" = 2000'f � ASSESSORS REF.: Benchmark -�'Top of Barnstable Rord Bnd: Map 165 Parcel 075 El e v. = 46.70 v1 (NA VD 88) �\ ZONE: RF-1 i Area (mina) 87,120 SF (RPOD) \ Frontage (min) 20' \� Width (min) 125' r i Paved Drive Setbacks:�/ Fron t 30' DK / Paved Drive j Side 15 Rear 15' Sheds ( roposed I 4' of stone BRB BRB . OVERLAY DISTRICT: \ � _ � �µ� (Fnd) � AP - Aquifer Protection District _ F Resource Protection Overlay.District - i - Existing Tank ..,.�. 10.3 Saltwater Estuary Protection District �_,� :.�...�� � DESIGN DATA to Remain Existing E Single Family E =� � P\- Pro ased 5 FLOOD ZONE: G �'� Chamber 5 Bedroom @ 110 GPD R Gallon -'-' amber No Garbage Grinder Zone XMin. Flood ; \\ ( Total Daily Flow=550 GPD FFE 46.0' Hazard I \Use a 1500 Gal Septic Tankrri-4 i Community Panel No.#250001 C0563 J #25 _$� July 16, 2014 LEACHING AREA 2 Sty w1f New ,H_3 550 GPD/0.74(LIAR)-743.2 SF Requited Dwelling Con c. \ Fndn. REFERENCES: Sidewall=2(12.83'+42)2'=219.3 SR r l Bottom Area=02.83'x 429=538.9 SF \�, Total Provided=758.2 SF(561.1 GPD) -45'' Deed: LC Cert. 214121rH-z�Qs o Plan: LCP 19681-C OR LEACHING CHAMBER DESIGN � Patio '" All Pipes to be Schedule 40. Use �. icb, L EG END• 4-500 Gal.Leaching Chambers in a N o • 12.83'x 42'Double Washed CDT Cedar Tree Stone Field as Shown. N >� HT Holly Tree N Lot DT Deciduous Tree SEPTIC NOTES N`r j 3 b CT Coniferous Tree 75,030f SF 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours (D o N �CJ__) Utility Pole Prior to Any Excavation For This Project the Contractor Shall Make a'. -E- Electric the Required Notification to Dig Safe(1-888-344-7233)and contact ``� \ I i N z -G- Gas Sullivan Engineering&Consulting Inc.(508428-3344). z L: Wetland Flag 2. The Contractor is Required to Secure Appropriate Permits From Town \ I # Light Post Agencies For Construction Defined by This Plan. \\ -� 1 El CB/DH 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall \ I - "` '' \ OHW- Overhead Wires Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to \ ' ` } \ .... � 25 Elevation Contour Assure Watertightness. In General, Water Lines Shall be Constructed in __44 -. Coordination With COMM Water,and Shall be in Accordance -' With 248 CAM 1.00-7.00&310 CAR 15.00. 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or More or Subject \ to Vehicular Traffic to be H-20 Loading.It is the Engineer's \ Recommendation that H-20 Always be Used. ~` 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade Over Septic Tank Inlet and Outlet;D Box,and One Leaching Chamber. \All covers are to be maximum 18"for concrete or 24"Cast Iron. 7.Septic System to be Installed inAccovdance With 310 CAM 15.00& \ } 248 CAM 1.00-7.00 Latest Revision and the Town ofBarnstable \ Board ofHealth Regulations. 8.All Piping to be Sch.40 PVC. / 9.D Box Shall Have a Minimum Inside Dimension of 12,and a Minimum ` \ Sump of6". 10. The Separation Distance Between the Septic Tank Inlets and r Outlets Shall be No Less than the Liquid Depth.Net 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. �N PERC TEST: 21-323 PERFORMED BY:CHARLES ROWLAND,PE- SULLIVANENGINEERING BRB &CONSULTING,INC. \ / / `s�� (Fnd) SOIL EVALUATOR NO. 13586 // // WITNESSED BY.DONNALD DESMARAIS,R.S. - TOWN OF BARNSTABLE \ / / / / 39 DECEMBER 14,2021 I / SITE PASSED TEST HOLE 1 EL. 44.7 TEST HOLE - 2 EL.44.8 . ,d9 ^� / l DETAIL VIEW .........'.'.....'.'A.LAVER.l0YR3I6........'...'.'..... Aa;AYER 10YR3J6 ...'. .'...:.:.:. . \ 3� 0 / / �r rr - r .. . . .,DARIfYELL�QWISHBROWN .� . :�.�.�.�.�DARIf.•YELLOwISHBROWN .:.. / � // / / ' SCALE. 1 - 20 . . . . . . . . . . . . . . . . . . . . . . 10 43.9 8 44.1 ,� . . . . . . . . . . . . .SANDY-LOAM. . . .. . : SANDYLOAM. .'. . . . . . . . . . . .'.'. .'.'.'.'.BwLAYERLOYRS/6.'.. . . .': . . . . .'. .Bw.LAY.ER•1.OYRS/.6.'..'.. :'.'.'.' `� � / // �o CBIDH 361 . .. 6 . .'.'. . . .. . . LOA11%IYSAhfD 41.7 36 . . . . . . . . .*�LOAMY.'S$AND '.'.'. . 41.8 / (Fnd) C LAYER 10YR 8/2 PERC TEST \ / - VERY PALE BROWN 25 GALLONS GONE IN 8 MIN.40 SEC 132' -A4EDIUMFINE SAND 133.7 PERC RATE<2MNAN(LIAR=0.74) \ / NO GROUNDWATER ENCOUNTERED 36" C LAYER 10YR 8/2 41.8 _ i 16•� /VERYPALEBROWN ro fig' eet MEDIUM FINE SAND 132 NO GROUNDWATER ENCOUNTERED 33.8 SB/DH \,c� (Fnd) Pub 8.5' 0 Proposed 1� gyp' _.. _ .. _ ._ (� --- ._-__..._..__ 3/4" Stone • � �� �\ Field TEST HOLE - 3 EL.45.3 TEST HOLE - 4 EL. 45.4 a . . . A.LAYER IOYR 3/6 :.. . . . . . . . :. ' .A.I;AYER lOYR 316 DARK.YELLOWISHBROWN. .. . . DARK.YELLOWISHBROWN.. . . . 4.0' . . . . . . . . . . . . . . . .. .. .. .. . . . . . . . . . . . . . . . . . . .. . . . .... . .. . .. . . .. .. . lo„ . . . . . . . .. . . SANDYLOAhL 44.5 8" SANDYLOAM 44.7 12.8 0 12.8' Bw.LAYER-10YRS/6. . . . . . . . . Existing SAS • • • • •- 3-500 Gallon . .. . . .. .. . . . . . .. . . .. . . . . .. . ... . . . . . .. . . . . YELLOWiSHBROWN. . ... ::. . YEILOWiSHBROWN. . . . . . .'. . Chambers with Stone 4.0' . .. . . . . . . . .. . _. 36' LOAMY SAND 42.3 36'. . . . . . . . . . . . . LOAMY SAND. . . . . . . . . . . 42.4 33.5' C LAYER 1 OYR 812 PERC TEST VERY PALE BROWN 25 GALLONS GONE IN 8 MIN. 10 SEC Proposed 42.0' S00 Gallon � 132' MEDIUM FINE SAND 134.3 PERCRATE<2 MW11N(LTAR=0.74) Chamber NO GROUNDWATER ENCOUNTERED 36" C LAYER 10YR 8/2 42.4 SAS DETAIL VIEW VERYPALE BROWN 132" MEDIUM FINE SAND 34.4 SCALE: 1 " 1 O' , NO GROUNDWATER ENCOUNTERED All Elevations are Existing and based on Proposed Plan F.F. El. 46.03 Elevations ore to be Confirmed Vent prior to Construction See Note 6 (typ.) F.G. EL. 45.5* *Final Foundation Grading To Be F.G. EL. 46t Coordinated With Landscape Plan Existing SAS Flow Equilizers to Remain With One Leaching As Required � Existing D-Box Chamber to be Added Top Stone EL. 43' EL. 41.25 to Remain Installer To E . 41.7 Existing Stone to Cover Proposed Confirm Prior 1500 Gallon EL 41.45 Chamber TOQ EL. 41.7 Finish Grade Septic Tank 41.1 H-20 To Any Work D-Box EL. 40.95 To Remain 3' Max. ,.. _ lit- - - F 40.7 H-20 9" Min Compacted Fill Filter Leaching Chamber Fabric B_ ot. EL. 38.7 And/Or 2„ 1/8" - 1/2., Bedding,»T»s Pea Stone Inspection Port, ........................ rf EncoUn tered:RemD�e:& 1�eplaCe` 3' H-20 3/4" - 1 i/2" & Baffels aa :All L1nsu�tdble Soils Vt?i:fhi» 5' bf LEACHING DLO ouble Washed as Per Title 5 The Outer Perimeter rif: :The Systerri: +I CHAMBER Stone EL. 33.7 4' - 10' u No Groundwater rPer Test Hole 1 12' - ��oF�gssgcti DEVELOPED PROFILE OF SYSTEM EL. 3 C T.W © Per T.O.B.teStandard o CROSS SECTION OF CHAMBER NOT TO SCALE o. N NOT TO SCALE � GIST \`4 FSSiONAt ' TITLE PREPARED BY. PREPARED FOR: NOTES. p Site Plan 1) The structures shown were located on the ground by Proposed Improvements. • Engineering <X conventional survey methods on 11/12/2021. (nProp p 2) The property line information shown hereon was compiled At ivaii , � Bayside . Building Company from available record information. � Consulting, Inc. 25 Starboard d Lane e 3) The datum used is NAVD 1988, a fixed mean sea level (508)428-3344•P.O. Box 659 .711 Main Street, Osterville, MA 02655 datum obtained by RTK GPS performed by Sullivan Engineering & Consulting Inc. Bamstable �OSt@NIIIE� Mass. seci@sullivanengin.com•www.sullivanengin.com O 4) Topographic information was collected using both l Draft: CTR ASL Field: WHK/CTR/JOD 20 0 10 20 40 80 conventional survey method and RTK GPS on 1111212021. December 23, 2021 _DATE: SCALE 1 20 Review: JOD/CTR Comp./Review: ASL/CTR/JOD I Boom 314 0- - = Project: Docey Project#• 1998101