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HomeMy WebLinkAbout0104 WILD GOOSE WAY - Health Lot 10, 1�O4 ild Goose Way, Centervill ' A= 167 - 048 ////IlZelll�. UPC 12534 ; No.2�LOR HASTINGS,MN S N l S" J v owl c Y I n' From: Murphy, William I CAPT USN COMNAVAIRLANT NOR VA (USA) [Mpilto.-william.l. Sent: Wednesday, July 15, 2020 5:21 PM To: McKean,Thomas Subject: CAPT Billy Murphy Mr. McKean, Thank you for the prompt return phone call. I received your voice message and this is my request: We spoke back in Mar 2019 as you may recall. I am currently on active duty(Navy), residing with my family in Norfolk, VA, I was supposed to retire this year, but have extended another three years. At that point, I will definitely retire and move with my wife to our yet-to-be built home in Centerville on Wild Goose Way, lot 104, parcel 167048.The Conservation Commission and Board of Health approved my requests. The current"Order of Restrictions" will expire. on Dec 7, 2020. 1 respectfully request to file for an extension to this or-der,out to the max number of years allowable(3 years, I believe?). Please let me know what I need to do in order to file for this extension. I am possibly traveling to the Cape next week(24 July) and would be available to sign any necessary paperwork in person,if required. Thank you for your time, Sir, and I hope you and your family are staying healthy. My cell phone, if needed: 904 655- 2547. Sincerely, Billy Murphy V/r, William J. Murphy CAPT, USN CNAL Safety, N45 Will iaM,i,Mrphyeaavyrnil Comm: 757 836-6255 of Barnstable Barnstable Board of Health 200 Main Street,Hyannis MA 02601 X'V 2007 Office: 508-8624644 Paul J.Cainilt D.M.L. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. December 20, 2017 Mr. Daniel A. Qjala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 _ ............................................. . ..... ...... ......... .......... �RE: 104 Wild Goose W* a' y, Centerville, MA.. A= 167-048 . ... .... ....... »..�. ........ .........,. �. ....} Dear Mr Qjala, You are granted variances on behalf of your clients, William and Krista Murphy, to construct a replacement onsite sewage disposal system at 104 Wild Goose Way, Centerville, Massachusetts. The variances granted are as follows: 310 CIVIR 15.211: The soil absorption system will be located 17 feet away from the foundation, in lieu of the twenty (20) feet minimum setback required. 31.0.CNIR 15. 11: The future reserve area for the soil absorption system will be �� located 17 feet away from the foundation, in lieu of the twenty (20) feet minimum setback required. Section 360-1�.Town of Barnstable Code: . To construct a soil absorption system 58 feet away from the top of a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable.Code: To install a septic tank 54 feet away from the top of a coastal bank, in lieu of the minimum 100 feet separation distance required. The variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and Q:1'V%TFi.i JtS,,Oja!a Murphy 101"Wild0ocieWAy Variances 2.017.doex similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The system shall be installed in substantial accordance with the revised engineered plans dated November 29, 2017. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated November 29, 2017. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to its close proximity to a coastal bank. Si' 6erely yours, C,` +t ; l. al t Chairman it Q`;FILF..SiCj &M-urphy 104W;IdGonSeWAy Vari=ces 2017.doex 77 VA( 17 �� $. ' ` 4. m Town of Barnstable Barnstable Board of Health AgAmmicaCily • BARNSfABLE • , I I I I.F KAss, 200 Main Street,Hyannis MA 02601 s63y. �0 �fD MAC s 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. December 20, 2017 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 104 Wild Goose.,W' ay, .Centerville, MA A- 167-048 . Dear Mr Ojala, You are granted variances on behalf of your clients, William and Krista Murphy, to construct a replacement onsite sewage disposal system at 104 Wild Goose Way, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 17 feet away from the foundation, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.211: The future reserve area for the soil absorption system will be located 17 feet away from the foundation, in lieu of the twenty (20) feet minimum setback required. Section 360-1, Town of Barnstable Code: . To construct a soil absorption system 58 feet away from the top of a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To install a septic tank 54 feet away from the top of a coastal bank, in lieu of the minimum 100 feet separation distance required. The variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and Q:\WPFILES\Ojala Murphy 104Wi1dGooseWAy Variances 2017.doex similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The system shall be installed in substantial accordance with the revised engineered plans dated November 29, 2017. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated November 29, 2017. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to its close proximity to a coastal bank. ),.Sih- erely you s, P J. Ca n ff, D.PY15. Chairman Q:\WPFILES\Ojala Murphy 104WildGooseWAy Variances 2017.docx �1 rye PMF IHE tp DATE: FEE I seatasras 9� i63.i �� REC.BY �� ►`'�j{p IZ Town of Barnstable _0 SCHED.DATE: Board of Health a011 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. Alternate:Cecile Sullivan,RN,MSN VARIANCE REQUEST FORM LOCATION Property Address: 104 W d LD Coo 96 WAY CEN W'—V i I.i.F, , MA DZ&3 2— Assessor's Map and Parcel Number: 1(D-1 NO Size of Lot: '4!�2I Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Phone , Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: WILUAM i K.iLI" mup-pay Name: DAN ILL A. N to. F E ,FL S. 'DOWN CAPE IN 11� 604 iN& _ Address: 252A �i�NryfDN11N �DAfl Address:939 M�+W 5jTA(Zf� 0LUL �i MA M975 Phone: 0491�;/4MAICC. VA Phone: ADS —3&2--4S41 EMAIL: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 59EO ATI7kC EP Se-� A TAC 44EEP NATURE OF WORK: House Addition 17 House Renovation LJ Repair of Failed Septic System LJ tNf 04 t4s"(6 . C3 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in S separate,collated packets. Five(5)copies of the completed variance request form Five(5)copies of engineered plan submitted(e.g.septic system plans) Five(5)copies of MA DEP approval letter for I/A septic systems only. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). $95.00 variance request application fee collected (No fee for lifeguard modification renewals , grease trap variance renewals [same owner/lessee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC t tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Ame H.Ojala,P.E.,P.L.S. November 30, 2017 Daniel E.Gonsalves,E.LT.,S.E. structural design Craig J.Ferrari,E.I.T.,S.E. Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 Re: #104 Wild Goose Way, Centerville sewage system designs Dear Board Members: inspections Enclosed is a variance filing request for the above-referenced site. On behalf of our client, we are requesting variances under Town of Barnstable Health Regulations Article (1) Chapter 360-1: Leaching facility and reserve less than 100'to the Coastal Bank(100'to 58') permits and septic tank less than 100'to wetland (100' to 56'). Under Title 5 310 CMR 15.211: reduction in setback, septic tank to full foundation (20'to 17'). The site is an undeveloped 41,214+/-s.f. lot. It is the last remaining undeveloped lot within the Wild Goose Way portion of the subdivision. The site is bordered to the east by (tidal)Scudder Bay and to the north and south by residences. Most of the site is intact and natural. Various Resource Areas affect the site, to include Land Subject to Coastal Storm Flowage (AE el. 13),Salt Marsh, Bordering Vegetated Wetland (BVW) and a (State & local) Coastal Banks. Transects were performed by Down Cape Engineering based on DWW Policy 92-1 and are indicated on the site plan. The State-defined Coastal Bank.is shown. The 100 year flood elevation, AE el. 13 NAVD '88, is shown falling on the lower portion of the Coastal Bank. his site`, still-ovinedWbytrhe.same_people-(James•and Barba ra_M.ur_phy), received approval;--- for,the-construction of a�dwelling,driveway and Title 5-septic system under"SE3=3323 in <.�_1999. Walso=rrec6iv6d�approval from'th6 Boarcl-of Healthfor_var_iances pertaining to etbacks'from`the'Coastal�Bank Construction never commenced. Proposed work includes the construction of a 3 bedroom single family dwelling with paved driveway and Title 5 septic system. The project closely resembles what was previously approved. The plan received approval through the Conservation Commission on November 28th with the exception that they required the house to be moved 3'toward the street, which now requires a setback variance for the leaching facility and reserve to the dwelling from 20'to 17' in order to hold the required setback to the front property line. The 3 bedroom septic system is proposed as far from the resource areas as possible. Given the topography and resource areas,this is the most reasonable and practical area for the system. The most landward resource area affecting the site is the Coastal Bank. This Bank contains unconsolidated sediment and is not subject to significant wave action and does not act as a sediment source to any coastal beach. The proposed house is shown between the Coastal Bank and the septic system; no adverse effects are expected to the Bank by the septic system. The base of the system will be approximately 40'above groundwater. Based on the DeFeo,Wait &Associates, Inc. "Technical Evaluation of Title 5...." dated October of 1990, most of the contaminant removal occurs in the biomat layer and the unsaturated zone of the SAS. The vertical separation distance for this site is more than adequate for contaminant attenuation. In that the site does not lie within a Zone II,,the-area-is served.b.y town water_,the septic system is well above groundwater and that variances were previously approved), we feel that the proposed Title 5 septic system will not adversely contribute to the decline of existing water quality or food sources. Very truly yours, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. Cc: M/M Murphy I Map Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer Custom Map Abutters 7 Map Size ®j ■ zoom Out 111®11111In r�r A: Ma 167 Parcel: 048 Pull ,�R r� � � � �. =JPG p� Property 167016017 Location: 104 WILD GOOSE WAY Info p 44. t67o41:" 167050 Owner: MURPHY, JAMES E &BARBARA L s 073 080 167010016®. 167051 @Add N56 } 068= Add/Subtract Mailing Labels Subject Parcels 0 Abutter List SubtrdCt .10704 r:'.167oa9 Map &Parcel 167042 N92 Location 91 WILD GOOSE WAY ....... Owner RBANK ICHELLE C &J RICHARD 167018015 :• `"" ` :.:t: :.. :::::•:.:;:::. .... FAI S M a6s.. :::.... :.:.;.::::..:.:.::...... .. JR MP&Parcel l 167043 Map .. � Location 111 WILD GOOSE WAY 187048. (�7048LJA6PA77F Owner MURPHY, J DOUGLAS &VIRGINIA S N 104 Map&Parcel 167047 r Location 114 WILD GOOSE WAY 167010014 # Owner MANCO,THOMAS JR&JUNE M 084 1s7o12 Map&Parcel 167048 167043 M Jill Location 104 WILD GOOSE WAY 187047 Owner MURPHY, JAMES E &BARBARA L Map&Parcel 167049 167016013 Location 92 WILD GOOSE WAY N94 Owner DUFFLEY,JOHN I JR&DIANA t67044. 107046 N 117' ., N 118 167046• -e *116 1 016012 Board of Health ? Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.6374[Production] http://maps.townofbamstable.us/arcims/appgeoapp/map.aspx?properryID=167048 11/29/2017 A 46'-0' A7 24'-0' 8' BOXOUT O Jug I T J t SINK y © I KITCHEN EATING �7 ® REF I•I © m gyp) ® OV/RA �+ 114'-4' 18'_8e l ' � h 66 BUILT-I 14 _= I b O 2460 V n 1/2 WALL ° LIVING RM. pGpRAM T D SINK " MFR. SPE Sp 3068 CO N I I FLUSH 8' HEARTH ^\ b N 2668 F HO. _ 1- j I+-7 ' SOFFIT CL. I,I/0°0 COL, BUILT-I /�� �J tG✓_J l� r. CL\\ 5 D\\\) 266 c FO 2'-S 1/2' 66 41- m O `mt n 7 ' SOFFIT �A7 -0' 4 P E O 2q SI IGNTS AO AO BR CK STEP e' 0' 12' STRUCTURAL CO UMN 10'-61 10'-6' 8'-01 W-68 FIRST FLOOR PLAN SCALES I/A' I'-0' G 24'_0. 221_0. ANDERSEN 21517 ANDERSEN 2617 t P co _t f` O t BASEtIENT t GARAGE 40 O a' 5/0' FIRE RATED w RANSOMS m FUN Cl! 8'-4° GYP. BD. ON AN ERSEN pHT2810 DIR CT VENT I,p, WALLS t CLG. � a o lr d © o t 0 6 w RANSOMS 2668 A DERSEN DHT2810 FIRE RATED O 46' 0' I' BASEMENT PLAN SCALE, 1/4' . I'-0' `\J A 46'-0' 1 kA7 24'-0' 22'-0' . 1 FQ 8' BOXOUT — { SINK pW �wE > -a OKITCHFNEATING i - ® REF © m 1B'-B' l ---------- 66 BUILT-I d O 2465 V IR n i/2 WALL LIVING RM. FRAM T PED SINK `9 MFR. SPE sp 8065 CO N I ' FLUSH 8, TILE HEARTH K t7 Qb 2668 F HO. _ J 7 ' SOFFIT 5t CL.LL � i�B°0 COL. BUILT-1 2668 'v FOYER tv 7 ' SOFFIT � B S'-1,JQO. w42 P- E A7 12� IGTSBR CK STEP 8' * 12' 5TRUCTURAL Coi.UMN 10'-6' 10-6' B'-0' 4'-68 46'-0' FIRST FLOOR PLAN SCALE- 1/4' > 1'-0' . 24'-0' 22'-0' ANDERSEN 2817 ANDERSEN 2B17 I P 1 _ r O i BASEMENT 0 ° GARAGE g O 5/5' FIRE RATED w/ RANSOMS AN ERSEN DHT7BI0 `9 FUN CE s'-4° GYP. BD. ON of DIR CT VENT I p WALLS S CLG. i o m ---^--------^--- 1 V lr © o 1 0 a' qc c w TRANSOMS :0 2668 A DERSEN D14T2810 FIRE RATED 0 i - BASEMENT PLAN If SCALES I/q' I'-O' tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass.02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E. structural design November 30, 2017 Craig J.Ferrari,E.I.T.,S.E. site planning Dear Abutter: sewage system designs A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from the Title 5 Regulations and from Town of Barnstable Regulations inspections for the subsurface disposal of sewage for the proposed Title 5 septic system at#104 Wild Goose Way, Centerville. The variances requested are as follows: permits Variances from 310 CMR 15.211: reduction in setback, leaching facility& resesrve to (locus) foundation (20'to 17') Under Town of Barnstable Art. I, section 360-1: Reduction in setback to Coastal Bank for leaching facility and septic tank (42' and 46' requested respectively) Said hearing will be held in the Hearing Room 300,South Street, Hyannis, December 19, 2017 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc:Abutters file Barnstable Board of Health tel.(508)362-4541 Yarmouth 939 rmoutt ph port et rt 6a fax(508)362`9880 mass 02675 downn cape engineering, inc land court civil engineers&eland surveyors surveys Daniel A.Ojala,RE.,RE.,P.L.S. Ame H.Ojala,.RE.,RL:S: Daniel E.Gonsalves,E.I:T.,S.E. structural design Craig J.Ferrari,E.I.T.,S:E. j i i site planning sewage system November 29,2017 > designs i t i inspections j Regards: 104 Wild Goose Way, Centerville;.MA. 02632 i permits i i To the Barnstable Board of Health j i I hereby give my permission for Down Cape Engineeringto represent me at the upcomin public hear' . gP g i Owner/legal representativ Date j s 1 t i r G i i i I f IHealthMaster Detail Page 1 of 1 { Parcel 167-048 Location:.104 WILD GOOSE WAY,Centerville Owner:,MURPHY,LAMES E&.BARBARA L Septic 1,11/16/1999 New Septic , r Permit number: 1999767 Permit type: Select type Complete system: Issue date: 11/16/1999 Complete date: k } Septic tank size: 1500 Type/Size of SAS: 2-5009 sham in 25x13x2 LT P Installer: Select Installer N Card on file: t. I/A service type: Select SerVICe V Innovative/Alternative Technology type: select IA type V J'N s Variance date: Abandon complete date: Abandon permit number: i Repair deadline date: Repair notification date: Keyword: # i Comments: it - --_--� 3 BR's Delete Septic # ( New } Number - Inspection Date Inspector - Result ;{ 10 ..« f Select result Received Date Comments t^ 12/5/2017 � ......... t Save Septic Changes t Return t o Lookup http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=l67048 12/5/2017 TII E TOWN OF BARNSTABLE �pF T�Ir OFFICE OF = HARTSTMM i BOARD OF HEALTH HAS& � 1639' \em 367 MAIN STREET 'f'0 MAY k. HYANNIS, MASS.02601 August 13, 1998 James E. Murphy 1170 Route 132 Hyannis, MA 02601 RE: Lot 10 Wild Goose Way, Centerville A=167-48 Dear Mr. Murphy: You are granted variances to construct an onsite sewage disposal system at Lot 10 Wild Goose Way, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.405: To reduce the separation distance between the soil absorption system and the coastal bank to fifty (50) feet in lieu of the required 100 feet separation distance. 310 CMR 15.405: To reduce the separation distance between the future reserve area and the coastal bank to fifty (50) feet in lieu of the required 100 feet separation distance. These variances are granted with the following condition: The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board that the system was installed in strict accordance with the revised plan dated July 27, 1998. These variances are granted because the applicant previously obtained the necessary permits to construct a septic system on this property. Unfortunately, the-most-recent ,d sposal works construction permit expire.d_on.March 28, 1998 three (3) days before the effective date of_the-newly-revised-State-Environmental,Code; Title V regulatioon�'The septic system plans were recently revised to meet the maximum feasible compliance murphy 1 u yt t►u DATE:1 FEE: KAM S BARN�rABIl. � Town of Barnstable REC. BY Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-790-6265 Susan Cl.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 1-0-r I--- A,,& (,.lta—o Gl,005-e Assessor's Map and Parcel Number: Size of Lot: -'i Wetlands Within 300 Ft. Yes K_ Subdivision Name: No Business Name: APPLICANT ( - l CONTACT PERSON Name: S Address: Phone: Phone: FAX: FAX: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCF.(May attach irmore space needed) ILL A2 5 1 ) - M w - a-a0.4��o� #4 5 uc 'To e-d5�i-r A,� l�e�-+tom f STAR- 4 o>:a`t•�,-not-c 1 ,r 1 (to be completed by office staff-person receiving variance request application) four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) / Variance request application fee collected(no fee for lifeguard modirica Lion renewab,grease trap variance reo'awxls[same ow 1leasee only 1,outside dining variance rennvab[same oanerAleasee onlvl,and variances to repair failed sewage disposal systems lonly irno expansion to the building pro"edp Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED_ Susan G.Rask,R.S.,Chairman NOT APPROVED _ Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL_ Ralph A.Murphy,M.D. Q:/WP/VARIREQ w. 6, tel.(508)362-4541 939 main street rt 6a yarmouth port fax(508)362-9880 mass 02675 down cape en fineeriaf structural design civil engineers& land surveyors Ame H.Oiala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court June 20, 1998 David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system designs Dear Board Members: The enclosed represents a filing for approval by the Board of Health for Lot 10, Wild inspections Goose Way, Centerville. Previously,the lot had been issued a Disposal Works Permit under old Title 5; the permit has since expired and the Board has requested that a Title permits 5 `95 design be incorporated. The enclosed represents this. In accordance with Transition Rules Regulation 15.005 3(c), the system has been designed to the maximum extent feasible under 310 CMR 15.000 pursuant to 15.404 and 15.405. Under 15.405 1(g),a variance is being sought from the required setback to a Town-defined and State DEP-defined Coastal Bank . Due to site constraints, including topographic limitations and wetland location,this is the only area of the lot that a Title 5 `95 design can be reasonably incorporated. The Coastal Bank is heavily vegetated and stable; a work limit line of staked haybales and silt fence will be used to confine the work space and protect against any possible erosion. The vegetated wetland is greater than 100' from the system. We feel that by granting this variance under 15.005 and the system having been designed as required to the maximum extent feasible, the intent of 310 CMR 15.000 is upheld and that a level of environmental protection is at least equivalent to that provided under 310 CMR 15.000 is achieved without strict application of the required setback distance to the Coastal Bank. Thank you for your consideration. Very truly yours, c Arne H. Ojala,PE,PLS Down Cape Engineering, Inc. cc: J. Murphy � - I dV tel.(508)362-4541 939 main street rt 6a yarmouth port fax(508)362 9880 mass 02675 down cape eiagill0eiifte civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court July 28, 1998 David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: Murphy, Lot 10 Wild Goose Way, Centerville designs Talerman,Lot 9 Wild Goose Way, Centerville inspections Dear Board Members: permits The enclosed plans for the above-referenced lots represent revisions in response to the Board of Health variance hearing of July 14th. Lot 9 has been revised to show the location of the waterline. Lot 10 has been revised to show a 3 bedroom design rather than the originally shown 4 bedroom design. The septic system is now shown at 50' from the state-defined coastal bank. A waterline is also shown. We look Forward to your review of the plans at your next available meeting. Thant:you. Very truly yours, Arne H. Ojala,PE,PLS Down Cape Engineering, Inc. z cc: Atty. Shultz J. Murphy E. Talerman s. t^�VOwN�FgNQEpSg`� (2` HEI i r. ' 19 March 1998 FROM: James E. and Barbara L. Murphy TO: Town of Barnstable Board of Health RE: Disposal Works Permit 95-708 ---------------------------------------------------------------------------------------------------- To Whom it May Concern: I am requesting an extension on the above referenced Disposal Works Construction Permit for LOT-10, 104 Wild Goose Way, Centerville (Assessor's Map 167, Parcel 048). I have an notice of intent pending with the conservation commission, and we are on the docket for April 22, 1998 for a second hearing. Obviously, I will pass the deadline for installation of the sewage system, since we are awaiting approval from conservation. We expect to receive this approval in the next several months. Sincerely, James E. an B L. Murphy Public Health Division Town of Barnstable -8 PO Box 534 Hyannis,Massachusetts 02601 Fax(508)775-3344 318H160 H j0 NPv101 Phone(508)790-6265 " 866T 0 2 8yw !'Z. rOFppj ftleE l y I' Cr a? �- ASSESSORS MAP NO: N3 PARCEL NO: � F$a...... _.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Vq.... ............OF...���G!�� 1.� , VVIirttfiott for BiB} vial �q'Ii orb, Trintitrurtion Permit Application is hereby made for a Permit to Construct (I/�r Repair ( ) an Individual Sewage Disposal System at: t e..M -e rr/.� ........ ................... . - �� ...---.....----- ...............2 .. ocatiolf 'ddress j111 ...................................... 1.1..70...... . ../.. .. Q hn.rrr. r;1..... Own Pr er/ A ress a .................................................................................................. .......................................•--........................................................ Installer Address // // Type of Building Size Louq/,..ZIT.....Sq. feet Dwelling—No. of Bedrooms.........?L..............................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ................................................................................................................ . ............................. 0 ... Design Flow............�1. ......................gallons per person per day. Total daily flow............ Septic Tank—I-iquid capacityJ500.galIons Length..,10 Width:5'/—. . Diameter.......'—.... Msposal Trc:ich-- No..................... Width.................... Total Length.................... Total leachinn area....................so. ft. Seepage Pit No.....2........ Diameter...../0........ Depth below inlet.......'o..�..... Total leaching area.`.S.V....sq. ft. Other Distribution box (y ' Dosing tank ) Percolation Test Results Performed by.... !.Lvf/ �,aGIA�W7.�4'P+e?.. �.5J Date....3.--. ........ Test Pit No. 1 .......minutes per inch Depth of'Test Pitl.r�.&....... Depth to ground waterA.0..-1.v-_..,C4e . Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ......................................................................................................r ..._.............. Description of Soil.....eO..`�.r-3O�� �IO,�H2.....4ir7.,t�...�L_&Xg�..sy se r.l.l....30./I.-f. � y --...... ......... r a ........n_di'iwe ................. Nature of Repairs or Alterations—Answer when applicable............................................................................................... •..............................................................•-•-•----•-.........................._...........•-----....------.............----............................---•--..................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of:I'U 5 of the State Sanitary Code — The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...... . ... o c..��.27..e .. ..... .. . ...22:x— Application Approved By.... . �Jf o a �? :•/ ,.. ... ................ . ....... Application Disapproved for the following reasons:............................................................•------........--•-•-----•----...................... ......................................................................................................................................................... --•------- ............--.................. Permit No......... ....••--...... •-- •.............. Issue. .-G� Date THE COMMONWEALTH OF MASSACHUSETTS OAR OF E TH..........fox. .....OF..... LE............... Trrtif utt#r of Tomplinurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( Vor Repaired by.. ................... .................................................. h installed in accordance with the >mvisions of T c r of T e S ate Sanitar C�o -4/as des ibed in the as been e capplication for Disposal Works Constructi in Permit No....... .. ...... .. .... datecly... ��............... THE ISSUANCE OF THIS CERTIFICATE SHALL N OU UED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. ��� DATE...........................................................•-•--•-.............. Inspector.......................-............................................................. THE COMMONWEALTH OF MASSACHUSETTS B AR OF H AJf� .................................. FEs/O ........ i ►ootti orb Tountrurtiou Permit Permission is hereby granted................................................ tv Construct or Repair ( ) a Individual Sew ge Di o! I Sys �Q f / at No.... .. ....... .....0...� ... ..Y. i.... .��/�..1/f!. ....�� /..�............ as shown on the application for Disposal Works Construction Permit No?P. .. Dated.... .0 i;7.... . . . . . ... .. .... livani o Health DATE..................................................................a........... 1, Paec t-L � 3o ►o 40 � S ►o. '.�P LPG •� I CV) y I vc/> I \ woo Di� (2 vIC lc a \ \ o\ 4T AJ,a Mc. 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VENT ._ ��CL FED SINK 1/2 NALLLIVING RM. M RM SP 5� 30(8 CO v N FLUSH 1 TILE 8' HEARTH _ � 3' 2668 F HO, w F- j M " SOFFIT BUILT-I CL. 8"o COL. 266B v OYE 2'-3 1/2n 66 4i_ m O m cv 7 " SOFFIT i ' O m Iv H W-6"x -0" 4 P AV IL I Be BR CK STEP 12" STRUCTURAL COLUMN Q NINDON SCHEDULE O . 4'-6" V-0" - IO'_6n 10'-6° B'-O" 4'-0 NO MANUFACTURER TYPE R.O. REMARKS , 46'-0" A ANDERSEN 2852 V-10 I/8"x5'-5 1/4" B ANDERSEN 2546 2'-10 I/8"x4'-q 1/4" FIRST FLOOR PLAN c ANDERSEN CNI5/P6050/CNI5 9'-5 5/8"x4'-II 7/8" V) SCALE: 1/4" - P-0" D ANDERSEN C45 BOW C25-2OPTI 8'-1 3/8"x5'-1 7/8" AL 25-2 a E PELLA 2g47 2'-5 3/4"x3'-II 3/4" ARCH-TOP p 24-0" 22'-0' F ANDERSEN CRI5/CP3535/CR15 TO FIELD SPECS W � O 13'-0' s'-6" 0 ANDERSEN CRI5 I'-5 I/2"x5'-0 3/8" O� p H ANDERSEN 24310 2'-6 I/8"x4'-1 1/4" Q fs t ANDERSEN 2852 V-10 I/8"x3'-5 1/4" (.x� Q a (E- ANDERSEN 2817 ANDERSEN 2817 v ✓ ANDERSEN A21 2'-0 5/8"x2'-O 5/8". m K ANDERSEN CN15/P4050/CNI5 q'-5 5/8"x4'-II 7/8" F o p E- E_ -,w z (yam EH U W QH NOTE: ALL WINDOW5 TO NAVE Ix5 CASING w/GRILLES t INSECT SCREENS = a W BASEMENT co o � _ _ _ GARAGE 90 0 6 5/8' FIRE RATED w/ RANSOMS `9 FUN CE 51-4" GYP. BD. ON AN ERSEN DHT2810 m DIR CT VENT Lp. NALLS d CLG. _ p 0 DATE 11105100 © o REVISIONS 9 .0 T j - A DERSENM HT2510 Ta 2668 �RAWN BYBY FIRE RATED DRAWING No. 0 46�O BASEMENT PLAN A SCALE: 1/4" I-0" -� - ,A , RU5ERIZED ER A7 ROOF MEMBRANE - - 36" RAI ING 36+' RAILIN — ——— ---------- ----- I ROOF DECK . .. I ROOF ECK I I j U IUI n 6068 SLIDER KNEE WALL "o o �u1 6068 SLIDER o cu iv o CD ATTIC DN. Q 2:o G - UNFINISHED n O XLq Z OO 3'-4" OO' m Li 26 8 O q W II_6n I.D. N '- KNEE WALL - UTILIT ACCESS �- A CESS p ACCESS - �0 O E 4' 4" 6_6" 14'-6" 46'-0" TN I RD FLOOR PLAN 630 S.F. SCALE: 1/q" p-p" A AID 46'-0" 12'-6" Z q' 6" O Q ® O 2" 21, D n Bm v Qo a 266a � �W 1 BEDROOM '-0" 266E W a \ BEDROOM ON. = Q I. H a o�W O © O o E- O p 266 2668 B ry a 2668 a 2668 66B I I 10'-7 1/2 I K mI 8'-8 I/2" � 3' 8'-8 I/2" 10'-7 I/2 � BATH o �l NI CL, Iw. UP «I CL. _ It=tl o I v BATH I I NI 6 I m -J ul L-- DATE !1/05/00 ® O O O B - REVISIDNS B O 4'_bn W-0" 10, 6" 10-61, 46'-0" JDRAWN BY —1 DRAWING No. - SECOND FLOOR PLAN A4 c NOTES ALL LEGEND SYSTEM PROFILE MAR ED WITHSYSTE CMAGNE 1CTTAPE OR SHALL BE % to 1. DATUM IS NAVD 88 28 `' COMPARABLE MEANS FOR FUTURE LOCATION. SYSTEM DESIGN. R°a PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT To SCALE) 2. MUNICIPAL WATER IS EXISTING Roufe 28 99- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE X 99.1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED, TOP FOUND. EL. 50.0' FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �G �6 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS -[99]- PROPOSED CONTOUR \ 49.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 48.0' TO BE AASHO H DESIGN FLOW: 3 BEDROOMS © 116 GPD = 330 GPD na �98 4 NOTE: 2" MIN. WALL BLOCKS OR ] PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW PRECAST H-10 THICKNESS REQUIRED 5. PIPE JOINTS TO BE MADE WATERTIGHT. Rood - RISERS (TYP.) MORTAR ALL PRECAST RISERS ����-/// TH1 ,,�. 2'0 4"OSCH40 PVC COMPONENTS H-10 �e TEST HOLE SEPTIC TANK: 330 GPD (2) = 660 , s" MIN. SUMP PIPES LEVEL 1ST 2' (TYP,) INV S EL. 45.00 , 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Bumps R ih 12" MIN. INT. DIM. 45083 310 CMR 15.000 (TITLE 5.) Y o ocus 47.0' ,o8ti8° a`°° • .< ,. o 0 0 0 ° % USE A 1500 GAL. SEPTIC TANK * 10" 14" ° ° ° ° ���� 0 ���� 0000000O0o OD --DODO ;000o0o0g 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 2 SLOPE OF GROUND 6� i� Y. TEE 1500 GAL H-10 46.0' o 0 0 0 0 0 0 00 0 °o°o°o°o 46.25 TEE o 0 0 ° �DDDDDDDoo� o 0 0 0 O���D�OOD SEPTIC TANK o >°o°°°°°° °o°°°°oon° °°°o°°°° BE USED FOR LOT LINE STAKING OR ANY OTHER R°a " 0 0 0 0 ° WATERTEST D'BOX nj '°°°°°OOO ���DDDDDDDD °°°°°°oo°o 0��00���� °°°o°°°° PURPOSE. 4' LIQ. LEVEL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �O°�°,°,°O°O°O >0°0°0°0° ����������� 0000000000 DDDDDDDDD ,0000000o r G UTILITY POLE LEACHING: GAS BAFFLE :.; _o 0 0 0 o_r FOR LEVELNESS 43.0 S ACME OR EQUAL >00000000 ,0000000000 .a00000000 FIRE HYDRANT SIDES: 2 (33 + 8.83) 2 (.74) = 123 GPD 45.99 45.82 ° ° ° ° ° ° ° ° ° s ' 8. PIPE FOR ,SEPTIC SYSTEM TO SCH. 40-4" PVC. Y NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 33 X 8.83 (.74) = 215 GPD ,000°o°o°°°o°00000°o°o°o°o°o°o°o°o°o°o°o°o°ooL H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 3 06 000°o°o°o°o° °o°o°�°o°o°o°o°oon°^°o°o°o°o°o°0 3/4"-1-1/2" DOUBLE WASHED STONE o J' ° _ _ 0_0.o o (2) UNITS REQUIRED WITHOUT INSPECTION BY BOARD OF HEALTH AND o TOTAL: 456 S.F. 338 GPD PERMISSION OBTAINED FROM BOARD OF HEALTH. rLP oy� 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.00' X 8.83' o�P o�P * USE (2) 500 GAL. LEACHING CHAMBERS (ACME FOR EQUAL) COMPACTION. (15.221 [2]) 0 DIGSAFE CONTRACTOR SHALL 3 RESPONSIBLE FOR CALLING Q THE INSTALLER SHALL VERIFY THE WITH 4 STONE AT ENDS AND 2 AT SIDES -& 8 BETWEEN UNITS LOCATION (1 F ALL 4 UNDERGROUND AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCATIONS OF ALL UTILITIES AND ALL PRIOR TO COMMENCEMENT OF WORK. BUILDING SEWER OUTLETS AND MIN MIN 33.0' BOTTOM TH-1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS MAP ELEVATIONS PRIOR TO INSTALLING ANY ( 2 % SLOPE) ( 1 % SLOPE)% SLOPE) ( 1 NO GROUNDWATER FOUND REMOVED BENEATH AND 5' AROUND THE PROPOSED SCALE 1"=2000't PORTION OF SEPTIC SYSTEM LEACHING FACILITY. MA 11' SEPTIC TANK 1 ' D' BOX 11 ' LEACHING ASSESSORS MAP 167 PARCEL 48 APPROVED DATE BOARD OF HEALTH FOUNDATION- FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE X i �11 OWNER OF RECORD EAR OF SHOWN ON FLOOD COMMUN TY P E PANEL 13 JAMES E AND BARBARA'L. MURPHY #25001CO563J DATED 7/16/2014 975 BUMPS RIVER ROAD POOL % - L. CENTERVILLE, MA 02632 ZONING SUMMARY POOL i ' �t ' (SCANNED) ZONING DISTRICT: RD-1 DISTRICT EXIST. DWELL. REFERENCES MIN. LOT SIZE 87,120 S.F. MIN. LOT FRONTAGE 20' 96676 CTF. PLAN BOOK 383 PAGE 90 MIN LOT WIDTH ' ___1 25' j (AS SCANNED FROM % MIN. FRONT SETBACK 30' CERT. PLOT PLAN) 215.00, MIN. SIDE SETBACK 10' MIN. REAR SETBACK 10 ; ,� % MAX. BUILDING HEIGHT 30' '�% /�% LOT 11 � VARIANCES REQUESTED: SITE IS LOCATED WITHIN THE RESOURCE If 11 UNDER 310 CMR 15.211: REDUCTION IN SETBACK, SAS TO PROTECTION OVERLAY DISTRICT FOUNDATION (20' TO 17') AND RESERVE AREA TO FOUNDATION (20' TO 17) SITE IS LOCATED WITHIN THE AQUIFER UNDER TOWN OF BARNSTABLE REGULATIONS: PROTECTION OVERLAY DISTRICT ART 1, 360-1: SEPTIC TANK AND SAS TO BE LESS THAN 100' TO SITE IS LOCATED WITHIN ESTUARINE '' COASTAL BANK (46' AND 42' VARIANCE REQ'D RESPECTIVELY) WATERSHEDS FOR POPPONESSET BAY, THREE BAYS, RUSHY MARSH, AND PRO OCK WALL CENTERVILLE RIVER VIDE WOOD FENC T TOP PROP. WOR LI IT INE #5 OF S AKED ILT FE CE �� 2 ' 0 192.00' LOT 1 - TEST HOLE LOGS PROP. WATERLINE \- CRAIG J. FERRARI, SE #13871 T V PROP. 2496H± SF P A ENGINEER: DR LL YVy D. DESMARAIS, RS _ 1 6,2 � SF LAN D WITNESS: M N o 48 Y ' #4 1 DATE: 9/6/2017 I 2 o 22 PERC. RATE _ < 2 MIN/INCH SALT MARSH I17 0' PROPOSED 4. % o CLASS 1 SOILS P# 15461 O O DWELLING BENCHMARK: USE MAG NAIL I p 10/ GAR = 41.5 AT ELEV. 45.9' NAVD '88 O VEGETATED COASTAL BANK TOF = 50.0 ' � � � � WOODS) I I (PINE/OAK WOODS) 2 ° � ELEV.44' � 44y � ELEV.44' � 44' r �R8 4' 0 0 0" 0 I TH O/A O/A O/A O/A 0.0' -45 % a �0 � LS LS LS LS g H 1 I 49 TH4 ro 18" 1OYR °3/6 12 10YR 3/6 16" 10YR 3/6 18" 10YR 3/6 1 "� ' TH3 / P 0 0 K IM I E 0 #3 B B B B k� S A D SI T N E K B 01 L o (> LS LS LS LS • I o o f ` G 1 N R 5 8 1 OYR 5 8 1 OYR 5 8 1 OYR 5 8 N � � � SCUDDER BAY ., � / N [45 45 \` o P 0 0 K R AL 1 5: , R X \ 36 10Y / 41 24 / 42' 30" / 41.5 32" 41.3 cv ` , ' I 3 H G D 0 D F N P w (TIDAL) ` PRQPO D O [44 ' Yam' P ED a 4S DRIV o G' �, C C C C O ` 2 N �' O� PERC PERC / ' V X H 20 4'I. N 0 3 4 M S M S M S M S H ' 1OYR 7/4 1OYR 7/4 1OYR 7/4 1OYR 7/4 !� 2 43 6'x5' -20 L.PI I W/ S 0 0 o co C-9 Q 132" 33' 132" 33' 40 132 33 132�► '�� � � 33 A2 39 222g 3 2. 0' 1 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED I 4 2 s 6 - LOT 9 W 41 ° 2 0 104TffLE 5 SITE PLAN �0 #1 2 OF �9 Py 104 WILD GOOSE WAY CENTERVILLE 3g w G PREPARED FOR 'ZN0 m'q4 �c Cr r'',� WILLIAM AND KRISTA MURPHY t DANIEL 9G�� a �o ©�t`-,i,IIELA. A. "' °`'"nl " OCTOBER 25 2017 off 508-362-4541 y � OJA!-.F+ "' �' i �'�,A fox 508-362-9880 N0,40960 N° ' I downcope.com © § P� O�' kz ,�',c_ E o�U2 a NOVEMBER 29. 2017 (MOVE HOUSE 3') /STEM OWN cope engineering, MC. EXIST. DWELL. 20' civil engineers #114 Scale: 1"= land surveyors 0 10 20 30 40 50 FEET 939 Main Street ( Rte 6A) I YARMOUTHPORT MA 02675 7-259 DATE DANIEL A. 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