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HomeMy WebLinkAbout0660 MAIN ST./RTE 6A(W.BARN.) - Health 660 Main Street/Rte 6A (W.Barn) ~, W. Barnstable A = 156..011 _== a �� ,� • c ",' 3 0 .. a ... � F 4 y y � TOWN OF BARNSTABLE Try LOCATION � � S,/a SEWAGE # VILLAGE W l ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. F,;t? mcrl SEPTIC TANK CAPACITY 0/90 q s--/ .In -3jo LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No o - =�� G-r 70 I 6 3;L T` i «, �j pold�rs ' f C T \cQ s Lb 1 - Town of Barnst,ryable •Bo" r'd of Health t a NAM 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 John Norman,Chairrman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. F.P.(Thomas)Lee,P.E. Daniel Luczkow,M.D.Alt. March 3, 2022 Mr. Daniel Ojala, PE, PLS Down Cape Engineering Inc. 939 Route 6A Yarmouthport, MA 02675 RE: 660 Main Street, West Barnstable „ �N ..,. A = 156-011 Dear Mr. Ojala, On September 2, 2021, you submitted several variance requests concerning a proposed onsite sewage disposal system at 660 Main Street, West Barnstable. The Board of Health held a public meeting on September 28, 2021 at 3:00 p.m. to hear and review the variance requests. During the public meeting, the following variance was not granted from the State Environmental Code, Title V: 310 CMR 15.405 0 : To install a soil absorption system three (3) feet above the perched groundwater table, in lieu of the five (5) feet minimum separation distance required. The following variances were granted from local and State regulations: 310 CMR 15.405 (1): To install a soil absorption system four (4) feet above the perched groundwater table, in lieu of the five (5) feet minimum separation distance required. 310 CMR 15.415 (2):io allow 3.1 feet of naturally occurring pervious material beneath the leaching area. Section 397-8 (E) of the Town of Barnstable Code: To install a soil absorption system 109 feet away from an onsite private well, in lieu of the 150 feet minimum separation distance required. These variances were granted with the following conditions: 1. The engineering plan shall be revised to show four (4) feet of soil separation above the perched groundwater table. Q:\WPFILES\Ojala 660 Main Street West Barnstable Septic Variances Sept 2021.docx 2. The engineering plan shall be revised to show the cover to grade over the Zabel filter. 3. The designing engineer shall submit sieve analysis results. 4. No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. 5. 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 two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. These variances were granted because the physical constraints at the site restrict the location of the septic system components due to private drinking water well and wetlands in the area. Sincerely n Norman Chairman Q\ \O'1 WPFILES ala 660 Main Street West Barnstable Septic Variances Sept 2021.docx r �FSHE Tp� DATE.: ti NA_ FEE: tt�t.E. FEE MRNS REC. BY s &&eAL,�_ Town of Barnstable 5 CfiED. DATE. #b—) Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. V'APJANCE REQUEST FORM LOCATION Property Address: _ ��e� ,�Ag� � Es7 9 I$A gt!�-S p L- t Assessor'.s Map and Parcel Number: — Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: M e a4A LA, Phone J�06 - (o 7- p t� -3 Did the owner of the property authorize you to represent him or her? Yes 'r- No PROPERTY OWNER'S NAME CONTACT PERSON Name: MR eZO L4., 0A.,&LS Name: PAdNMi✓L A.OJAL4 R-5 POWN CAM W61NM4N4 NC Address: (g 90 6 Address: VT Phone: O -.ate 2-- ��'N7 7S .� � �"�Ri 3 = Phone: ���`� �U�'yt7 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property 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 submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals[same owner/leasee 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 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 iL 0 , T i 939 main street rt 6a tel.(508)362-4541 yarmouth port fax(508)362-9880 mass 02675 dow.1 CtIpe eft 'h@er®On av structural design civil engineers& land surveyors Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court May 1, 2001- surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Ike: 660 Main Street(Route 6A),Nest Barnstable designs Dear Board Members: inspections The enclosed represents a variance filing for a septic system repair for a failed permits leaching field. There is no addition of habitable space proposed. The following variances are requested: 15.405 (h): Reduction in(perched)water separation from 4' to 3' (percolation rate was greater than 2 minutes per inch) and 15.415(2): request variance to allow 3.F of naturally occurring pervious material beneath the leaching area. In accordance with DEP Policy on the use of the E horizon for system upgrades issued December 5, 2000, this design incorporates the use of that horizon, as the C layer was unsuitable(silt loam to silt clay loam). A soil sample was obtained from the E horizon and was subsequently sent to Geo Testing Express, Inc. for a hydrometer sieve analysis, as Glenn Harrington of the Health Department staff had recommended. The results indicated that the soil classification was silty gravel and sand(see enclosed report). Eased on the fact that the underlying layer was silt loam-silt clay loam and the fact that the E horizon contained some silt,we have designed the system based on a 30 min/inch perc rate, so as to incorporate an additional safety factor in the design. The dwelling contains 2 bedrooms and a family-run gift shop;the design is based on 220 gpd useage. This similar type of situation occurred(bedrooms plus in-house business) at a frame shop/home in Cummaquid,whereby the new system was designed and approved based on bedrooms only. Due to the fact that perched water was encountered at 2 feet below grade,the base of the system is proposed at 3' above this elevation. A pump is also proposed as part of the design. To mitigate against the possibility of breakout, a 40 mil liner is proposed at 5' off the leaching field, with 3:1 grading proposed behind the liner. Based on 15.415(2), the following factors must be satisfied before the variance may be granted: (a)evidence, the result of deep observation hole testing,that the four feet of naturally occurring material cannot be met anywhere on site; (b) evidence that easements to adjacent property ... can not be obtained; and (c) evidence that site testing to establish high groundwater elevation ....has been done. In answer to the above(a)through(c),it was not practical to perform testing anywhere else on site due to site limitations, i.e., proximity to wetlands and the presence of the owner's well. Easements cannot be obtained on adjacent properties because locus is virtually surrounded by wetland on 3 sides. High groundwater(perched)was established using mottles and the observing of water weeping within the test hole. An elevation shot on an abutting pond gives evidence of non-perched water elevation, for which we are greater than?' above this elevation. Brian Dudley of DEP gave us the indication that DEP would not require the use of an alternative system as long as we can maintain at least 3' of suitable material above groundwater,which the design indicates. To require an alternative system or additional soils testing would create a monetary hardship for this 2 person household. Due to past experiences in this area of town, the likelihood of finding more suitable material on-.site without requiring the need for additional and/or greater variances is slim to none. This is a beautifully landscaped and well-kept piece of property;it makes no sense to destroy it when variances granted will allow for a much-needed repair and will allow, we feel,the same degree of environmental protection without the strict application of the Title 5 regulations. To deny the variances would create manifest injustice, in that the home would become inconvenient for habitation. Very truly yours, P Arne H. Ojala,PE, PLS Down Cape Engineering, Inc. cc: M. Davis 939 main street rte.6a tel.(508)362-4541 yarmouth port mass 02675 fax(508)362-9880 down cape engineering, inc Daniel A.Ojala,P.E.,P.L.S. - land court civil engineers&land surveyors surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,P.E.,S.E. Craig J.Ferrari,E.I.T., S.E. structural design site planning September 2, 2021 sewage system designs Barnstable Board of Health inspections 200 Main Street Hyannis, MA 02601 permits Regards: Septic Upgrade at 660 Main Street, West Barnstable Dear Board Members: On behalf of our client, Merrill& Frances Davis, enclosed is a variance application request for a 2-bedroom septic upgrade. We are requesting this variance that was previously approved by the Board of Health in 2002.No permit was ever pulled for that approved system, and the variances have since expired. There have been no changes to the plan that was approved in 2002. Thank you for your consideration. Sincerely, Daniel A. Ojala, PE,PLS Down Cape Engineering, Inc. i 939 main street rte.6a yarmouth port tel.(508)362-4541 Irm mass 02675 NQ fax(508)362-9880 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,P.E.,S.E. Craig J.Ferrari,E.I.T., S.E. structural design site planning September 2, 2021 sewage system designs Barnstable Board of Health - Septic Repair/ Upgrade, Davis, 660 Main Street/Route 6A, West Barnstable inspections Dear Abutter: permits A public hearing has been scheduled for the Barnstable Board of Health to act on a request to approve again variances from the Town of Barnstable Regulations for the for the proposed Title 5 septic system repair/upgrade at 660 Main Street/Route 6A, West Barnstable. The variances were approved in 2002, however, a permit was not pulled and the variances expired. Previously Approved Title 5 and Town of Barnstable Variances Requested Again: 15.415 (2): Request variance to allow 3.1 feet of naturally occurring pervious material beneath leaching area. 15.405 (1 i): Request reduction in separation to(perched)groundwater,4' to 3' (in soils with rate of>2 min/inch) Variance from Town of Barnstable Part XII, section 3.00(12): Proposed SAS to be 109' to existing well (41' variance requested). Said hearing will be held in person at 3:00 PM on September 28, 2021, in the James H. Crocker Jr. Hearing Room, 2nd Floor, Barnstable Town Hall, 367 Main Street, Hyannis, MA. It is recommended to check the Town of Barnstable website for the official agenda to confirm date and time if you are interested in attending the meeting. Plans and the application describing the proposed activity are on file at the Barnstable Board of Health office, 508-862-4644. Sincerely, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. I - * 4p- -FPI SWSP f q ca4/ I /AI 1 � i 2ed jJbtK nA eo _ F-r °x pq 3.96 SA � o e �L. Aom do,/ � RA-M Aj,4 -rv�ra( i g Board of Health Title V Septic Variance Abutter Map for Subject Parcel i56oll Direct abutters(no set distance)and the properties located across the street. Town of Barnstable GIS Unit fi�7 pJ _ ,. �,',� i- g'u@town.bemstable.ma.ur ' r \ Legend .. ..``+ ,. .. \ .• ..a ❑ Subject Parcel r. \ 3, Abutters 13 ... ' ,.,,, h -? ,'. Y•,��' 0 Parcels J Town Boundary r"� • _ !�" "' Railroad Tracks Roads - - awed Road Unpaved Road ®Bridge ®Paved Median Gf • ".:$ 41 Water Bodies It J P �•ti IV u l . 1 ITi<.,p ie(or illuatrotion h 1 'I purposec onll.lt i+not edcquotc o Y for legal boundorydetermfnotlon .� ) ,p'• "'� '.K�( iii'mplatory interpretafi—Thie • P /� \ e-gtaund eu`Y.t mnY ba mnpd armni�c�a�iiono,�aa a,oy P aRoraar con gm nic PN cllmc<ehotm on thrt map are f w .� a ygrophlc rcprevontatlanf of K, /r oeenvor's mx Parcels.Thai ttmapr—nt bmmdorlo and reo 1i..hI want nce i.I ^ntion.+hiParo Phriicnl objects IocaboNnp—h..bvildi, 0 213 425 ft. `+�f'�'A.' rJ r inch=approx.425 ft. T�` Printed on:B/9/2021 Town of Barnstable of Regulatory Services Richard V. Scali, Interim Director Public Health Division 9�10rF1639. Thomas McKean, Director. 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: aO 1�;V t I&X, e-e-� e c g� Assessor's Map\Parcel: Map IJ50 fmel 11 Property Owners Name: �6 In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information.. Yes N\A ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) ❑ I have been provided with the Owner's Manual ❑ I have been provided with the Operation and Maintenance Manual ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 o i I , agree to comply with all terms and conditions above. Property Owners printed name o � � Property Owners Signature Da Note: This form must be submitted along with the septic system disposal works permit application for all IA systems including new construction, repairs\upgrades, with and without a22re2ate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\IA homeowner certification.doc t Town of Barnstable P# Department of Health,Safety, and Environmental Services BIKE� ' Public Health Division Date 367 Main Street,Hyannis MA 02601 BARNB'rABLK y MASS. Date Scheduled ��6 G� Time fGl � Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: ®417a�' t Witnessed By: W)� /j 5' .................:. I�.0. 1TI.ON & .; ... ........:: ::::..:..:. .. l`�TEI2 AI1:INFO.R IYIrTICJ: 1::::.::::..:;:. : .. ....... ... ..... ....... ................... .... ...... >:L: - ::>::i>:::r. Location dare ( { o Af_ sps .........( 1 .j�.. ......__.............Owner'sName ®Me1'1��/11 f rl'CLrI�(��.... Ur W-6 ` PU.�f�s44 6 1� >`t Address PO b03� Assessor'sMap/Parcel: �S(�/� I 1 / Engineer's Name Doter) Cahe NEW CONSTRUCTION REPAIR V Telephone# 5 Q9-3(P2—5-5_q1 �4 J Land Use L a lA/� ,�/ � Slopes(%) S— (t/�(/0/'� Surface Stones /V/o !to Distances from: Open Water Body wV ftPossible Wet Area �`"" ft Drinking Water Well J( R 1 7 Drainage Way tt Property Line ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) f Parent material(geologic) "I�G t� ` I Depth to Bedrock Dcpth to Groundwater: Standing Water-ir.Hole:: WeepingTrom Pit Face Estimated Seasonal High Groundwater :.::•; ...................................:.............::::::.........................................:... Method Used: ::•::::......::::.::::::::.:.::::..:.:::.......:..::::::::.....:..:. :::: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: a in. Groundwater Adjustment ft. Index Well# _ ._.... Reading Date: Index Well level.-.—.--- Adi.factor Adj.Groundwater Level xxx tji,? ��>:: ?ii% 3:;;;y`2; Eii>ri isii;:i[>:ai:i$:i:i:i<'i :?�:i: : Observation Hole# `r Time at 9" Depth of Perc ? � lie- ~LW 1�r Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant bLI•�P OBLAi�ATIQN T�[OLE L� IoIe ......... . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con i enc %Gravel 3 — c) ��� L IN" Wo . ,. .. . DEP' IRVATLO H+OL;E LOG:.... oi <# '' ........ .. ..... .............. ..... .....::....... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. C nsistenc ° Gravel i t I .DE) P +DBRATION.HOLE LOGY Ilole.#.... ..: ...:............. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) I USDA) (Munsell). Mottling (Structure,Stones,Boulderes. Consistency,%Gravel 7 `;<:{r:l.'.. ..,.:::::< i2riii::::::"k `'.``.'.:`:::>':i;'i;;+ i i:'% ai Si � P +s�BS2VATiON HOLD LOGaX� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) Flood Insurance Rate Map.- Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring 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? �V(� If not,what is the depth of naturally occurring pervious material? 7 Certification I certify that on ( I;X% f 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 traini ig,expertise and experience described in 310 CMR 15.017. Signature �' C�. ,Date , Cry? COMPLETE • • • • • ■ Complete,items�'; ;4. d 3. A. ' nature I- ■ Print your named dress on the reverse so that we can`i't he card to you. (' d, Received by(Printed N me) C. Date of ■ Attach this card'tc' e back of the mailpiece, • � I or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes I - If YES,,enter delivery address below: ❑No I Property ID: 157001 I HAYES.WILLIAM.1&PATRICIA D (( P O BOX 25 / �''j��iL,)6 WEST BARNSTABLE.MA 02668 3. Service Type l ❑Priority Mail Express® II I�IIIOi I6II IOI I III I II I I I III III III II I II I I i III r0 Adult Signature ❑ v ry MailrM ❑ ult Signature Restricted Delivery ❑Registered Mail Restricted dCertfied Mail® Delivery 9590 9402 6336 0296 5558 66 El Certified Mail Restricted Delivery ❑Signature ConfirmationrM❑Collect on Delivery 1 ❑Signature Confirmation r2—Article.Number_I ransfer_from_service_labefl _❑Collect on Delivery Restricted Delivery Restricted Delivery I Insured Mail i 7 0 2 0 3160 0000 6364 8831 I Insured Mail Restricted Delivery (over$500) _ PS Form 3811,July 2020 PSN 7530-02-000-9053 (G5 pea Domestic Return Receipt .,SPS TRACKING# First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 6336 0296 5558 66 United States •Sender:Please print your name,address,and ZIP+411 in this box• Postal Service Down Cape Engineering, Inc. 939 Main Street, Suite C Yarmouth Port, MA 02675 'i I ii Irlilr•I i!I l f'is"i!' ii Oil- ! Eil1!!'eff F!I!i r rr �r,'rF�i f i r rrr :i COMPLETE"SENDER: COMPLETE THIS SECTION • ON DELIVERY Mi;',Corr)p!616 itQms 1,2,and 3. nature F ■ Print your name and address on the reverse Agent so that we can return the card to you. CJ Addressee ■ Attach this card to the back of the mailpiece, FD. ce' d by Printed C.MOOor on the front if space permits. Ne 1. Article Addressed to: delive address different item 1? ❑Yes if, enter delivery add below: 0 No �'Y W Property ID: 156005 I LEARY.JOSEPH F&SUSANNE H , G / I %LEARY.JOSEPH F&SUSANNE H "I A 695 MAIN STREET WE �/,/C�WEST BARNSTABLE.MA0 #�kw 3.�Service Type ❑Priority Mail Express® 0 Adult Signature II �I'IBI I II I�IIIIII II I IIII�III II III I I I(I I III Certified Mail® ElElDRegisteredDelivery Mall' ❑ uR Signature Restricted Delivery Registered Mail Restricted 9590 9402 6336 0296 5559 10 ❑Certified Mail Restricted Delivery [3 Signature ConfirmationTM❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) - _ ❑Collect on Delivery Restricted Delivery Restricted Delivery �txs ra« sj++e�;+:� t:;' '1- 3lnsuredMail . 7020 31I�0. 0 0 0 0 6 3 6 4 8 817` :3 insured Mail Restricted Delivery--_ (over$500)+ 5; PS Form 3811,July 2020 PSN 7530-02-000-9053JIS R8; Domestic Return Receipt I ,eY First-Class Mail Postage&Fees Paid USPS Permit No.G-10. 9590 9402 6336 0296 5559 10 United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service ?i own Cape Engineering, Inc. 9'3.9 Main Street, Suite C I Yarmouth Port, MA 02675 I I I I j i1JLii iJJlI i,i`rl,',i"i=il�l,iiili}tfilltll iii►1=11711 ii�il� ;�: SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY f ■ Complete,items 1,2,and 3. A. Signature ❑Agent p ■.Print your game and address on the reverse X so that we can,return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• Received by(Printed Name) Q Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No PropertylO 1560 F(MUN) BARNSTABLE.TOWN OF fMUNI 367 MAIN STREET J /� 4 HY ANNIS.MA 02601 ( (� NL/r�r/L r�✓ 3. Service Type ❑Priority Mail Express® 11 Adult Signature U II I�III'I I II I9I I III I II i I I IID III III II IIIII I III red MallTm Q ul Si Mail®Restricted Delivery O RegDelivery Mail Restricted 9590 9402 6336 0296 5558 59 ❑Certified Mail Restricted Delivery ❑Signature Confirmation*'" ❑Collect on Delivery ❑Signature Confirmation -9 Artlrla._Numher_tTransfer._from_service_label) _ __ _ _❑Collect on Delivery Restricted Delivery Restricted Delivery Insured Mail 7 0 2 0 316 0 0 0 0 0 6 3 6 4' 8 8 0 0 7 Insured Mail Restricted Delivery (over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 DAVK POD{ Domestic Return Receipt USPS TRACKING# _ First-Class Mail 028 Postage&Fees Paid USPS L Permit No.G-10 9590 9402 6336 0296 5558 59 United States •Sender:Please print your name,address,and ZIP+4®in this box6 Postal Service Down Cape Engineering, Inc. 939 Main Street, Suite C M Yarmouth) Port, MA 02675 I I. 3..V COMPLETEXMOM •N COMPLETE THIS SECTIONf I f ■ Complete iterps Y;'L;and 3. A. Sig ture ■ Print our name 0 dress on the reverse n ❑Agent so that we can-r n, e card to you. X l� C ❑Addressee • Attach this card to theback of the mailpiece, Received by(Printed Name) C..Date of Delivery or on the front if space permits. ` 1. Article Addressed to: D. Is delivery address different from item 17 ❑Yes I,I,— —� "- If YES,enter delivery address below: ❑No Property ID: 156057 9 �1 MARGARETS AT BURSLRSLEY MANOR LLC • 651 MAIN ST./RTE 6A(W.BARN.) WEST BARNSTABLE.MA 02668 *k 3. Service Type ❑Priority Mail Express® Ii l�III811�II ICI I III I II I I I IIS III III IIII I III III @'Certified M t®Restricted Delivery ❑Delivery Mail Restricted 9590 9402 6336 0296 5558 42 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation —2_Article_Numberffransfer from service label- ❑Collect on Delivery Restricted Delivery Restricted Delivery ++t ansured Mail 7020 3160 0 000. 6 3 6 4 hi 8 2.LI •;`�+r Insured Mail Restricted Deliyey .� ., 1 ,_. _�——.;over$500)` :-•, :. PS Form 3811,July 2020 PSN 7530-02-000-9053 _ . DN15 W 14 Domestic Return Receipt ' USPS TRACKING# First-Class Mail Postage&Fees Paid i PemS No.G-1 Q ' I I 9590 9402 6336 0296 5558 42 jUnited States •Sender:Please print your name,address,and ZIP+4®in this box* II Postal Service I Down"Cape ErXgineering, �n_c. 939 `Main Street, 'Suit,Q C Yarmouth Port, MA 02675.. f I I I I I I I ����rr�;�;i��f��e�►►I�jl�,laf�llli��1l1!If�1�i>'1��laj��€�� ��1l�i Town of Barnstable + URNWA13M �$A 6 , ` Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. May 29, 2002 Mr. Arne H. Ojala, P.E., PLS Down Cape Engineering, Inc. 939 Main Street, Route 6A Yarmouthport, MA 02675 RE: 660 Main Street, West Barnstable, A= 156-11 Dear Mr. Ojala, You are granted several conditional variances on behalf of your client, Merrill Davis, to construct an onsite sewage disposal system at 660 Main Street, West Barnstable. The variances granted are as follows: PART XII: The soil absorption system will be located only 109 feet away from the onsite private well, in lieu of the 150 feet minimum separation distance required. 310 CMR 15.415 (2Y There will be only 3.1 feet of naturally occurring pervious soil beneath the leaching facility in lieu of the required four feet of pervious soil required. 310 CMR 15.405 M The leaching facility will be only three feet above the perched water table, in lieu of the four feet minimum vertical separation distance required. These variances are granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. Ojala7 (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 two (2) 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 septic system shall be installed in strict accordance with the engineered plans dated April 6, 2002, signed by the designing engineer May 10, 2002. (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 submitted plans dated April 6, 2002, signed by the designing engineer May 10, 2002. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the proximity of the onsite well and wetlands adjoining the property on two sides. Also it was determined there is perched water with silt loam soil and silt clay loam soils at this site. The soils worsen as one excavates deeper into the ground. It is the opinion of this Board that the proposed new soil absorption system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, eusan G. ask, R.S. Chairperson Ojala7 ,y�ry COMPLETE •N i COMPLETE THIS SECTIONON DELIVERY ■ Complete Items 1,2,and-3.Also domplete A.-Received by(Please Print Clearly) B. Bate of Delivery"" item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you., Sig ature ■ Attach this card to the back of the mailpiece, X4/1/ ❑Agent or on the front if space permits. ❑Addressee deli ery address differ ❑Yes 1. Article Addressed to: If YES,ent a ivery ad r elo ❑ No eox 3. Serve Type Certified Mail ❑ Express Mail ✓V ❑ Registered ❑Return Receipt for Merchandise 66� ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number '700 1.536) ©von S-z (Transfer from service label) PS Nrm3811, March 2001 Domestic Return Receipt 102595-01-M-1424 \.Lj a • O T UNITED STATES POSTAL SERV1 PM �^� irst- et -� Pos a���gg ' J =? hl A Y c� I 1 • Sender: Please print your name, address, and ZIP+4 in this box • I Down Cape Engineering, Inc. i 939 fain St. — Suite C Yarmouth Port, MA 02675 i SECTIONSENDER: COMPLETE THIS ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. e/� ❑Agent �r ■ Attach this card to the back of the mailpiece, X //. or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No d �� 3. S�ervic�ype ` l_y'Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. (J2�U 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number '7000 AOL,) d 00 (Transfer from service label) S Fgrm 3811,March 2001 Domestic Return Receipt 102595-01-M-1427 UNITED STATES POSTAL SERVEn14 iF,sf�asl'"s IMa -Bostage-°F-ees.R�aWLl Pe j� • Sender: Please prirTyou me, address, and ZIP+4 in his box - I I� I ' DMvn Cap: Engineering, Inc, n St. Suite- C MW 026?� i a SECTIONSENDER: COMPLETE THIS ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date olivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. 4S, ure ■ Attach this card to the back of the mailpiece, Agent or on the front if space permits. V,Alli Addressee D. Is delivery address different from i 1? ❑Yes 1. Article Addressed to: 1 If YES,enter delivery address be w: ❑ No �0 2s i wa4�.�K 3. Sery ype Certified Mail ❑ Express Mail - ) / ❑ Registered ❑ Return Receipt for Merchandise W DQ// Q- ElInsured Mail ❑ C.O.D. p {p Q 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ,71) , l o� Y000y I� .f6by111 (Transfer from service lab 1 1 . � k • k + i I k 1 � � � PSF�rm.3811,March 2001 Domestic Return Receipt 102595-01-M-1424 . v�a1n1 UNITED STATES POSTAL SERVICE �, First-Class Mail Postage&Fees Paid LISPS }" Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • N I, i i 'ee 939 Main St. — Suits C ' YarmOlJth port, MA 02675 y 2 � i 4�4 iii �!!� } j y i! 9 :, if!!!!'lI.i1P i hI!�!�!1ii.liiiwifil-- Hi!!1!1l11!11.!.i!H COMPLETESENDER: COMPLETE THIS SECTION 1 ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Rec • by(PleasF. riot Clearly) B. Date Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Signatur ■ Attach this card to the back of the mailpiece, X ❑Agent v or on the front if space permits. ❑Addressee D. Is d very address different from item 1? ❑Yes 1. Article A dressed to: If YES,enter delivery address below: ❑ No '� �j 3. Se ce Type Certified Mail ❑ Express Mail '�V I- -t I da,�iik' ❑ Registered ❑ Return Receipt for Merchandise CJ ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 000 IS30 CMY 9 � (Transfer from service labe Farm 3811,March 2001 Domestic Return Receipt 702595-01-M-1424 NEW UNITED STATES POSTAL SERVI f�7 CL CD J i M,A Y, P � 9 �j r • Sender: Please priTTf'you ame, address, ancl' Pam+" In i Om Cap t .i Enoineeg, Irk. RM n St. -®Suite C ; YarfnWh Porgy, MA 02675 i t Op SHE rp DATE: FEE: BARNSTABLE. MASS. 9� t639• ��� REC. BY Town of Barnstable CHED. DATE: ox Board of Health 367 Main Street, Hyannis MA 02601 1 MAY 1 3 2002 Office: 508-862-4644 TOWN S usan G.Rask,R.S. FAX: 508-790-6304 HEgF qn i .S.P.H. 9�M.Wy, .D. VARIANCE REQUEST FORM i LOCATION Property Address: (V 0 tM,0,n r.,i Sr W ES j �i4 PAS j �� Assessor's Map and Parcel Number: I i Size of Lot: �'f S,as d t/_ SF Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: M;-:,0eifti JA01, Phone 5C6 - 34o - -,6'77,6t3 Did the owner of the property authorize you to represent him or her? Yes ?k No PROPERTY OWNER'S NAME CONTACT PERSON Name: n?t=4-iZi w 9s-•4,06 Name: �A.rvt E Address: (o y o Mh t&J '�)T . 5� . Address: Phone: !7 06 - 3c,L- 63 )- ( 3 Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) ✓h n�rz.c�Ci S� .�-�1`-kuf4.to S _ NATURE OF WORK: House Addition Cl House Renovation Cl Repair of Failed Septic System Checklist(to be completed by office staff-person receiving variance request goplication) _ Four(4)copies of the completed variance request form _ Four(4)copies of en;ineered plan submitted(e.g.septic system plans) _ Four(4)copies of iabeied dimensional floor Plans submiaea house plans or resta-urant kitchen plans) _ Signed letter stating that the property 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 Tide V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/leasee only],outside dining variance renewals(same owner/leasee only],and variances to repair"railed sewage disposal systems (only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rasl,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. M �a REASON FOR DISAPPROVAL Ralph A.Murphy,iv1.D. Q:/WP/VARI1REQ tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court May 1, 2001- surveys Barnstable Board of Health site planning 367 Main Street Hyannis, MA 02601 sewage system Re: 660 Main Street (Route 6A), West Barnstable designs Dear Board Members: inspections The enclosed represents a variance filing for a septic system repair for a failed leaching field. There is no addition of habitable space proposed. permits The following variances are requested: 15.405 (li): Reduction in(perched)water separation from 4' to 3' (percolation rate was greater than 2 minutes per inch) and 15.415(2): request variance to allow 3.1' of naturally occurring pervious material beneath the leaching area. In accordance with DEP Policy on the use of the B horizon for system upgrades issued December 5, 2000, this design incorporates the use of that horizon, as the C layer was unsuitable (silt loam to silt clay loam). A soil sample was obtained from the B horizon and was subsequently sent to Geo Testing Express, Inc. for a hydrometer sieve analysis, as Glenn Harrington of the Health Department staff had recommended. The results indicated that the soil classification was silty gravel and sand (see enclosed report). Based on the fact that the underlying layer was silt loam-silt clay loam and the fact that the B horizon contained some silt, we have designed the system based on a 30 min/inch perc rate, so as to incorporate an additional safety factor in the design . The dwelling contains 2 bedrooms and a family-run gift shop;the design is based on 220 apd useage. This similar type of situation occurred (bedrooms plus in-house business) at a frame shop/home in Cummaquid, whereby the new system was designed and approved based on bedrooms only. Due to the fact that perched water was encountered at 2 feet below grade, the base of the system is proposed at 3' above this elevation. A pump is also proposed as part of the design. To mitigate against the possibility of breakout, a 40 mil liner is proposed at 5' off the leaching field, with 3:1 grading proposed behind the liner. f Based on 15.415(2), the following factors must be satisfied before the variance may be granted: (a) evidence, the result of deep observation hole testing, that the four feet of naturally occurring material cannot be met anywhere on site; (b) evidence that easements to adjacent property ... can not be obtained; and (c) evidence that site testing to establish high groundwater elevation ....has been done. In answer to the above (a) through (c), it was not practical to perform testing anywhere else on site due to site limitations, i.e., proximity to wetlands and the presence of the owner's well. Easements cannot be obtained on adjacent properties because locus is virtually surrounded by wetland on 3 sides. High groundwater(perched) was established using mottles and the observing of water weeping within the test hole. An elevation shot on an abutting pond gives evidence of non-perched water elevation, for which we are greater than 7' above this elevation. Brian Dudley of DEP gave us the indication that DEP would not require the use of an alternative system as long as we can maintain at least 3' of suitable material above groundwater,which the design indicates. To require an alternative system or additional soils testing would create a monetary hardship for this 2 person household. Due to past experiences in this area of town, the likelihood of finding more suitable material on-site without requiring the need for additional and/or greater variances is slim to none. This is a beautifully landscaped and well-kept piece of property; it makes no sense to destroy it when variances granted will allow for a much-needed repair and will allow, we feel, the same.degree of environmental protection without the strict application of the Title 5 regulations. To deny the variances would create manifest injustice, in that the home would become inconvenient for habitation. Very truly yours, 41 Arne H. Ojala,PE, PLS Down Cape Engineering, Inc. cc: M. Davis tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cope engineefing civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. Timothy H.Covell, P.L.S. land court surveys' May 7, 2002 Merrill and Frances Davis site planning 660 Main Street West Barnstable, MA 02668 sewage system designs Dear Mr. and Mrs. Davis: A public hearing has been scheduled for the Barnstable Board of inspections Health to take action on a request for a variance from a Barnstable Board of Health regulation and from Title 5 for the proposed septic system at your home. The variances requested are as follows: permits Title 5, Maximum Feasible Compliance, 15.405 (li) : reduction in separation to (perched) groundwater, 4' to 31 ; 15.415 (2) : request variance to allow 3.1' of naturally occurring pervious material beneath leaching facility Town of Barnstable reg. Part XII Section 3 (12) : reduction in setback, well to leaching facility (150' to 1091 ) Said hearing will be held in the School Administration Building Basement Conference Room, off South Street, Hyannis, May 28, 2002, at 7:00 pm. Please check with the Health Department to confirm date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health VtA AI A - CilTREET �InaP alv rI Pad e� a qO $ is a�� �o�T �fi(a P `�io�Age t'f fa may'X �y ' 336 a C4 {'l'1A�gTge ��� -BG P=AA Boring No. : --- Project DAVIS Sample No.: DAVIS Project No.: GTX-3339 0 Test Method ASTM D 422 Location: West Barnstable, MA O O Filename : DAVIS Date Wed Mar 28 2001 Cn U.S. STANDARD SIEVE SIZE co 4" 2" 1•' o.s" abl44 #10 #20 #40 #6o #100 #2l00 #400 m 100 4 , , I,I Lx rrrr--r- -1-- Yrrr1 — -, 0 Cn ---- ---- N 90 - --- - - --- -- ------ . ....... 10 n 80 --- ----- , - 0 2 W = - 7 - - - - ---- O c� 0 30 C w LLJ O } 60 40 z cy- of w w 50 ----- - -- - 50 M. w z40 ----- ----- - 60 U �. Ld Of LLJ30 - --- ------- ---- - ------ - ---- - 70 C rn w cn20 ------- ----- - ---- -- Np - -- 80 - - 9 Va , ;8 -Q 0 100 x 1000 500 100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001 GRAIN SIZE IN MILLIMETERSCIO I W GRAVEL SAND $ f Ln COBBLES SILT OR CLAY 'O COARSE FINE COARSE MEDIUM FINE rn Classification Remarks 4r r Visual Description as Wet, light olive brown sand with silt — _- Figure I 1` ri�fi�Y t d r ' _ 77T . t a�'�� Page 1 r9"2g<17 2001 GEOTECHNICAL LABORATORY TEST DATA Filename DAVIS - „k�;'�.:, Depth Elevation 3339 Test Date : 03/23/O1 Tested by hlb Test Method ASTM D :22 Checked by jdt DAVIS sarnscable, MA +i pn Net, light alive brown sa d with silt HYDROMETER tTDdi`-649262 h ied Soil 71.13 gm vity. - 2.65 ieture Content Of` t Soil - 0 gm wpf Qry.soil - 0 gm sr g�y�-,0oncenc - 0 Reading Temperature Corrected Particle Percent Adjusted (deg. C) Reading Size (mm) Finer (°s) Particle Size 12.00 19.00 7.1S 0.052 10 0.052 11.50 19.00 6.65 0.037 9 0.037 10.80 18.80 5.SS 0.026 8 .3.026 �� QQ4•"_ t 10.00 19.00 5.15 0.019 7 0.019 9.00 19.00 4.15 0.014 6 0.014 B.00 19.00 3.15 0.010 4 0.010 l4 .zIMty- � 7.50 19.30 2.76 0.007 4 0.007 F a e lg wpt00 7.00 19.30 2.26 0.005 3 0.005 tr r¢as•..��`�,}��0 00 ; 6.80 19.50 2.13 0.003 3 0.003 6.80 18.50 1.78 0.002 2 0.002 a,,���rr�n�ti• ; FINE SIEVE SET W Sieve Openings Weight Cumulative Percent ' ? * Inches Millimeters Retained Weight Retained Finer (gm) 9m) o) -----------y 0.187 4.75 0.00 0.00 100 v,r 4�ar�• , i�'{.••," 0.079 2.00 0.83 0.83 99 0.033 0.84 3.84 4.67 94 0.017 0.42 13.46 18.13 75 ? /, 0 • °�. 0.010 0.25 20.07 33.20 47 0.006 0.15 17.95 56.15 22 3' ;, •0�. y 0.003 0.07 7.78 63.93 11 8.03 71.96 0 �1ote1 Dry Height of Sample = 190.41 C6St '0.6132 mm 0.2648 mr, 0.1760 mm A# r^ 115 0.0949 mm J 5 �20 t'0.0530 mm '' So41 Classification -r tom' .;. ••.•-' ASIM Group Syqmol N/A - ASTM Grcuo Name N/A �,':?:;' AASHTO Group AAS Symbol A-2-4(0) HTO Grouo Name '-r Silty Gravel and Sand t GeoTesting Express, Inc. Boxborough, MA (978) 635-0424 Fax (978) 635-0266 ,a �A a c�� TOWN OF y1 63 10 `f.c / c If 3 �ovo . s IVS 00 �44 d • M w J= /1w6•. � �� Qz� v b' f.l>• ° O ^` 2 cz o K I.s2 aL T ,J (oO3� e-6 6 O SWAIJI � sy-1 .9L ] 1.01 Toth sa r a r� t� . s 2 4 M PONQ A1 /^ J9 �C� v A / V -Fo v _ i Abutters List For Merrill Sz Frances Davis Map 156/Parcel ll Map 156/ Parcel 12 Town Of Barnstable 367 Main Street Hyannis, MA 02601 Map 156/Parcel 57 James & Ruth Jones and Albert & Katherine Soule Box 784 West Barnstable, MA 02668 Map 156/ Parcel 5 Joseph & Susanne Leary Box 488 West Barnstable, MA 02668 Map 157/ Parcel 1 . William & Patricia Hayes Box 25 West Barnstable, MA 02668 No.-jAJ_ -= --- Fee--- C-� -- BOARD OF HEALTH TOWN OF BARNSTABLE � 0[pplication fibrVell Con5tructionj3ermit Appli 'o, is hereby for rmit to Construct ( ), Alter (/or Repai ) n individual Well at: C�ci -- --- - -- - - - 1 s- 011_----------------------------------- Location — Addr s Assessor Map and Parcel ----------------------------------------------------------------------------------------- Owner Address -------- Installer — Driller Address Ty of Building Dwelling-------- - — -------------------------------------- Other - Type of Building-------------------------------------- No. of Persons-----------�-------------------------------- Type of Well—� � Capacity -- -— -- -- ---------------------------------- --------------------------- ------ Purpose of Well------------------------------- -- -------------- Agreement: The undersigned agrees to install the aforedescribed 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 ertificate of Compliance s been issued,�y the Board of Health. Signed--- _ .�S ---r date Application Approved By — - - - ------------ ---7- - ------- ate Application Disapproved for the following reasons:--------________ _______________________________________—----_-------_-------------------------- ---------- --- --- - - - -- - date PermitNo. --- p ------------------------------------ Issued----------------------------------------- --------- ------------------- date BOARD OF HEALTH TOWN OF BARN STABLE Certificate Of Compliance THIS IS TO CERTIF�YY That the Individual Well Constructed ( ), Altered ( ), or Repaired bY- `1-' --- ---------------------------------------------------------------------------------------------------------------------------- Installer at ------------------------------------------------------------------------------------------- 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. r. �-DatedTHE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------------------------- --------------------- Inspector----------------------------------------------------------------------------------- jr r No.- --------°?--- Fee--A�----------- BOARD OF HEALTH TOWN OF BARNSTABLE Application- orIerr CongtructionAermit ` Appli t'o is hereby for CWermit to Construct ( ); Alter or Repair_( )qkn individual Well at: Location — Add s _ —— Assessors Map and Parcel —— Owner —-- —------ Address Instal—TDriller Address _-- -----j Typ of Building t Dwelling——_—--— -------- -,- Other - Type of BuildingNo. of Type of Well— YP -------------------------- Capacity-------------------------------_— Purpose of Well----------------_------_—_-__ Agreement: The undersigned agrees to install the aforedescribed individual ell4inaccor�dance 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�s been issuedrby the Board of Health. F Signed— date Application Approved By --- — ---- - --71 r 9, Application"Disapproved for the following reasons:---------------------------- ------ �_-_ - — -- =- --- _—_---— -- - --- - --------------——- — ---— ---- Permit No.-------`-'-- �---- Z ------------------— Issued - ---- ---------------- date date BOARD OF HEALTH TOWN OF - BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY That the Individual Well Constructed ( ), Altered ( ), or Repaired (V ) by-- h- „��.------------------------------------------------------------------------------------- ------------------------------- �� pInstaller at- - ,� /�_``=`�_ =-v�--�7 ct.�t tn�i�i-ct�--------------------------- 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. Dated--�l—f�,W 7--/. - THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS XGUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE_�—� -- -------------------------------------- Inspector- = ---- _ — ------- ti �s _ BOARD OF HEALTH TOWN OF BARNSTABLE Very Co0truction jermit r No. — Fee---- Permission is hereby granted 1,0.k fi _-U ----___—___________________ U` to Construct ( ), Alter (t<), or Repair�( ) an Inndividual Well at: Street as shown on the application for a Well Construction Permit No.--��.-�------ ----------- Dated---------------r-------� r Board of Health DATE - � -------------------------------- -� f i �� ��� �_ ���� t�� � '�� i / V✓• //// �� r �. ����/ �� P , V Bk 15467 P925 070099 08-13-2002 & 10=40a DEED RESTRICTION We, Merrill H. Davis & Frances J. Davis, Husband & Wife, both of 660 Main Street, West Barnstable, Massachusetts 02668, as owners of property located on Route 6A (660 Main Street) in West Barnstable, Massachusetts 02668 as Tenants by the Entirety, which property is more completely described in a deed from Richard D. Johnston and Nancy E. Johnston to us dated July 3, 1978 and recorded with Barnstable County Registry of Deeds at Book 2741 Page 267 do hereby restrict the use and occupancy of the existing dwelling property and any future structures to no more than two (2) bedrooms. This Deed Restriction is to run with and become appurtenant pp rtenant to the property. This Deed Restriction is placed upon the property consistent with the requirements of a Variance issued by the Town of Barnstable Board of Health dated May 29, 2002, permitting the construction of a Title V septic system on the property with certain variances. For Title; See deed dated July 3, 1978 and recorded with Barnstable County Registry of Deeds at Book 2741 Page 267. Bk 15467 Ps26 470099 WITNESS Our Hands and Seals this 1 Day of 2002. YerFilfH. D vi r �FrancesJ. COMMONWEALTH OF MASSACHUSETTS Barnstable, ss �� , 2002 Then personally appeared the above-named Merrill H. Davis and acknowledged the foregoing to be his free act and deed. before me, tttatent�iupgri` a`y is Eby �, � Ar �,�.y�1W°•� �,,"� No _6q Public M C mmission Expires: ELIZABETH S.CALLAHAN NOTARY PUBLIC jl9 �' My Commission Expires Jan.7,2005 .........I. COMMONWEALTH OF MASSACHUSETTS L? 7 Barnstable, ss , 2002 Then personally appeared the above-named Frances J. Davis and acknowledged the foregoing to be her free act and deed, before me, N Public M mmission Expires: e\mjp\re\Davis\ddrestr ELIZABETH S.CALLAHAI NOTARY PUBLIC My Commission Expires Jan.7,2C05 �P, rl S °° g BARNSTABLE REGISTRY OF DEEDS TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION / /OWNER AND INSSTALLER INFORMATION�j �J ADDRESS: / ( - 1 � � I MAP NO. PARCEL NO. OWNER NAME: t w �/!1C O�JLL V l`-� VILLAGE: iN� � 1�i/ / A!Me'�-' .� INSTALLATION DATE: BY: ADDRESS: CERT. NO. U C7 _ TANK INFORMATION LOCATION OF/�TANK: f CAPAC I TY' t 047 TYPE ��C AGE f C FUEL/CHEM I CAL =F-OCL. OIL TESTING CERTiF'rZATION C I PASS C I FAIL DATE s LEAK DETECTION /` Cx] CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION C I YES CX3, NO DATEV O BE REMOVED FIRE DEPT. PERMIT ISSUED C ] YES G'. ] NO DATE CONSERVATION C CHECK IF N/A DATE , BOARD OF HEALTH TAG NO. � ]C ]C ]C J DATE �. PLEASE :PROVIDE A�-.SKETCH, SHOWING.'THE TANK :LOCAT.ION ON THE BACK OF THIS> CARD ' M ` .. -.'�-;_,€N... _ ..s a�cu•�'�_:_.`. s .=ws_'r�<,4 S_,fix.., .�w, . I,l�� TOP FNDN. AT EL. 18.65' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: DANIEL A. OJALA, SE MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM EF] GLENN HARRINGTON RS WITNESS. - AG 2" DOUBLE WASHED 1/8" - 18.5' �z RUN PIPE LEVEL DATE: 18.69' cy FOR FIRST 2' EXIST. EXISTING 1000 yea PERC. RATE = 30 MIN/INCH ** GALLON SEPTIC LOCUS 17 0'f II & III 9938 W TEE 21.5 CLASS SOILS P# TANK RE- 10BEL) OUTLET FILTER 21.2' 'k'k ADDITIONAL (SIEVE) TESTING PERFORMED BY GEOTESTING EXPRESS INC., ON RE-USE OUTLET TEE 21.37' �� f XTENSION MIN 6" o00 o B HORIZON (SEE ATTACHED RESULTS) 6" CRUSHED STONE OR MECHANICAL SUMP 21.08 ROUTE 6A COMPACTION. (15.221 [21) go 0.58' DEPTH OF FLOW = 4' MIN MIN o�So 000 20.5 ( 1 % SLOPE) ( 1 % SLOPE) 4 ELEV. Qv TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE 0" 19.5' �7- INLET DEPTH = 10" A OUTLET DEPTH = 14" LS LOCATION MAP NTs 3» 1OYR 3/2 19.25' — Ewsr SEPTIC TANK 5' FOUNDATION D' PUMP BOX 14' LEACHING 3' CHAMBER 4 FACILITY 4.3' B ASSESSORS MAP 156 PARCEL 11 I 7.4 LS pert WATER WEEPING AT 24" POND EL. 13.1' �O �k TITLE 5 VARIANCE REQUESTED: 10YR 6/6 40" 16.17' 15.415 (2): REQUEST VARIANCE TO ALLOW 3.1 FEET OF PERCHED WATER EL 17.5' _ NATURALLY OCCURRING PERVIOUS MATERIAL BENEATH LEACHING -I- EOGE OF BOTTOM B LAYER EL. 16.2' AREA POND EL. 13.1' ADDITIONAL VARIANCE REQUESTED: (UNDER MAX. FEASIBLE COMPLIANCE) BENCHMARK - TOP OF CONCRETE ALARM AND CONTROL PANEL C 15.405 1i: REQUEST REDUCTION IN SEPARATION TO (PERCHED) BOUND ELEV = 20.0' TO BE INSTALLED INSIDE T �` GROUNDWATER, 4'•TO 3' (IN SOILS WITH RATE OF >2 MIN/INCH) BUILDING. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP INV. IN 16,9' SILT LOAM 1000 GAL, H-10 S/ 2" PRESSURE PIPE TO D'BOX ALARM ON 700 GAL.+ SLOPE TO DRAIN BACK TO PC TO SILT i G� j/ FLOAT SWITCH RESERVE WEEP HOLE CLAY LOAM I SETTINGS, PUMP ON CHECK VALVE p 4' WORKING RANGE 8' T ZOELLER 'WASTEMATE' O� O� PUMP OFF 8' SUBMERSIBLE MODEL M282 1/2 HP PUMP lL SYSTEM (OR EQUAL) 7 � c00000� NOTE: WORSE SOILS AS GO DEEPER � �2o 6" CRUSHED STONE OR COMPACTION 2.5Y 5/1 N F PUMP CHAMBER FACTORY WATER-PROOF \ (NOT TO SCALE) 228 Cl.5' NOTES: APPROXIMATED FROM BARN. GIS MAP SEPTIC DESIGN: (GARBAG_ DISPOSER IS NOT ALLOWED ) DATUM IS N N P 14" LE \ \ DESIGN FLOW: _ BEDROOMS (110 GPD) = 220 GPD 2. MUNICIPAL WATER IS NOT AVAILABLE L=62.83' Sao USES A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. R=40.00' N EXIST LEACH AREA \ SEPTIC TANK: 220 GPD (2 ) _ -440 DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 (ABANDON SHEDS ' 5. PIPE JOINTS TO BE MADE WATERTIGHT. N' 22 3> USE A 1000_ GALLON SEPTIC TANK (EXISTING) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. PROP. 40 MIL LINER, SET 5' OFF LEACH FACILITY AS SHOWN. TOP LEACHING: ENVIRONMENTAL CODE TITLE V. ELEVATION AT 21.5', BOTTOM p RE USE)PTIC TANK �N,9 \ N/A �. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT ELEV. AT 16.5 1� O 6, SIDES: TO BE USED FOR ANY OTHER PURPOSE. \ BOTTOM: 33.25 x 20.5 (.33) = 224.9 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. DOGWOODS USE CAUTION IN AREA OF G TOTAL: 681.6 S.F. 224.9 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITH❑UT GASLINE .. USE 3 ROWS OF (5) STANDARD INFILTRATORS EACH, INSPECTION BY BOARD OF HEALTH AND PERMISSION ❑BTAINED FROM BOARD OF HEALTH. 0, ,09 'WITH 3' STONE AT SIDES AND BETWEEN ROWS, 1' AT ENDS DECK I T EXIST. 2 BR �p DWELL. WITH I I (FAMILY) GIFT — �, SHOP EXIST. LEGEND TITLE 5 SITE PLAN WELL PROPOSED SPOT ELEVATION SEPTIC SYSTEM REPAIR JlF �° '9 100x0 EXISTING SPOT ELEVATION 660 MAIN STREET 100 PROPOSED CONTOUR N THE TOWN OF: GRAVEL PARKING 100 EXISTING CONTOUR (WEST) BARNSTABLE I ?REPARED FOR: M. DAVIS All �� 2S0 QJ v 79, Q 30 0 30 60 90 O �1�"4 LOT Aq/ _ 45,000+/AREA Q. FT. �� �� BOARD OF HEALTH �cF �7 `� 1.03+/- ACRES o 00 MA CALF: 1" = 30' DATE; APRIL 6, 2001 0 APPROVED DATE ' \� 4 (F CrM c'cczo `yR �F"'� `,SEPTEMBER 16, 2021 (ZABEL FILTER) s\� x s 14--- 1 off 508-362-4541 � DANIEL 'y�\ �F C�� E 3A \ fax 508 362-9880 g% `o 01AL o A. " CIVIi_ 0OJALA 1 No 40502 No.40080 � down cape engineering, Inc, ° CIVIL ENGINEERS LAND SURVEYORS :� I 939 main st, yarmouth, ma 02675 0 0--3 6 7 DANIEL A. OJALA, P.E., JP.L.S. DATE _ __ - _I r_ i ++ I SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 18.65' - , ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO DANIEL A. OJALA, SE t I ENGINEER: I. MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 22.3' GLENN HARRINGTON IRSWITNESS. ' 18. AGE 2" ooueLE WASHED 1/8'. - /2" PEASTON DATE: FEB. 6, 2001 18.69' � '0 RUN PIPE LEVEL I C FOR FIRST 2' by 4 30 MIN/INCH 3, (EXIST.) EXISTING 100.0 �eF w � �. PERC. RATE = Q- GALLON SEPTIC LOCUS 17.0't J11,TEE 21.5' CLASS II & Iil SOILS P 9938 '� TANK (H- 10 ) GAS ' RE-USE BAFFLE c>o 21.2 *'k ADDITIONAL, (SIEVE) TESTING PERFORMED BY GEOTESTING EXPRESS INC.. ON 21.37 MIN .6 02 �, o B HORIZON (SEE ATTACHED RESULTS) 6" CRUSHED STONE OR MECHANICAL SUMP ROUTE 6A I COMPACTION. (15.221 (2]) 8o Q.58' DEPTH OF FLOW 4 ( MIN MIN oa�$ 0 20.5 % SLOPE 1 % SLOPE) ( ) 4 ELEV. Qv TEE sizEs: 3/4" TO 1 1/2" DOUBLE WASHED ST3NE 0" 19.5' Q INLET DEPTH = 10" A � OUTLET DEPTH 14" LS 3„ 10YR 3/2 19.25' LOCATION MAP NTS FOUNDATION -- EXIST SEPTIC TANK 5' PUMP D' BOX 14' LEACHING ! a' CHAMBER 4 FACILITY 4.3'* B ASSESSORS MAP 156 PARCEL 11 7.4' Perc WATER WEEPING AT 24" LS I POND EL, 1311' P�� * TITLE 5 VARIANCE REQUESTED: I' F.�� PERCHED WATER El. 17.5' 4.0" lOYR 6/6 16.17' 15.415 (2): REQUEST VARIANCE TO ALLOW 3.1 FEET OF NATURALLY OCCURRING PERVIOUS MATERIAL BENEATH LEACHING EDGE �F BOTTOM B LAYER EL. 16.2' AREA POND EL, 13.1' ADDITIONAL VARIANCE REQUESTED: (UNDER MAX, FEASIBLE COMPLIANCE) BENCHMARK - TOP OF CONCRETE ALARM AND CONTROL PANEL C 15.405 1i: REQUEST REDUCTION IN SEPARATION TO (PERCHED) BOUND ELEV = 20.0' TO BE INSTALLED INSIDE ..._ 5 GROUNDWATER, 4' TO 3' (IN SOILS WITH RATE OF >2 MIN/INCH) $UILD[NG. ALARM TO BE ON INV. IN 16.9' -- - SEPARATE CIRCUIT FROM PUMP SILT LOAM 1000 GAL. H-16 S/ 2" PRESSURE PIPE_TOO rV_t TOWN OF BARNSTABLE PART XII, SECTION 3.00 (12) 700 GAL.4 SLOPE TO DRAIN BACK TO PC TO SILT PROPOSED SAS TO BE 109' TO EXISTING WELL (41' VARIANCE FLOAT SWITCH ALARM ON RESERVE WEEP HOLE REQUESTED) SETTINGS: PUMP ON I CHECK VALVE CLAY LOAM 4' WORKING RI4NGE 8' j O 4' ZOELLER 'WASTEMATE' Q� SUBMERSIBLE MODEL M282 1/2 HP PUMP I PUMP OFF 8' SYSTEM (OR EQUAL) NOTE: WORSE SOILS AS GO DEEPER 6" CRUSHED STONE OR o00 00 000 ry0 \FQC ZO COMPACTION 2.5Y 5/1 ry N N �Fax- PUMP CHAMBER rACTORY WATER-PROOF S (NOT TO SCALE) <; 228" 0.5' MOTES: (GAF DISPOSER IS 1 . DATUM IS APPROXIMATED FROM BARN, GIS MAP F R PTIC DESIGN: NOT 1-NI-LOW D ) r" L�L.r NOT AVAILABLE y 14 LE ,y2 Dt SllifV FLl✓W: ; `__ 6� :)R: OMS (1 "' GPD) - . _GPO 2. MUNICIPAL WATER IS L=62.83 S ijSE A 220 GPD DESIGN FLOW " 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. R-40.00' N EXIST LEAc S�:PTIC TANK: 220 GPD (2,) 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 AREA SHEDS (ABANDON N 5. PIPE JOINTS TO BE MADE WATERTIGHT, 22.3 USE A 1000 GALLON SEPTIC TANK (EXISTING) 'OP. 40 MIL LINER, SET 5' OFF 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ACH FACILITY AS SHOWN. TOP LEACHING: ENVIRONMENTAL CODE TITLE V, EVATION AT 21.5, BOTTOM \ 0 -EX T. SEPTIC TANK �j Ev. AT 16.5 0 (RE SE) 9 N/A 7. THIS PLAN 1S FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT ��' � o •6>, _ .�IDES:� TO BE USED FOR ANY OTHER PURPOSE. DocwooDs $ \ BOTTOM: 33.25 x 20.E ( 33) - 224.9 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" . PVC. USE CAUTION IN AREA OF G\ TOTAL: 681.6 S.F. 224.9 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT GASUNE U:ak 3 ROWS OF (5) STANDARD INFILTRATORS EACH INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH, 9 'DECK _H 3' STONE AT SIDES AND BETWEEN ROWS, 1' AT ENDS r WjT ' EXIST. 2 BR DWE L. WITH I / \ ' 2 BEDROOM DEED RESTRICTION REQUIRED SE SHOPIY) GIFT: � EXIST. / LEGEND - -� WELL TITLE S SITE PLAN SEPTIC SYSTEM REPAIR PROPOSED SPOT ELEVATION OF p 13° '9 \ 10OX0 EXISTING SPOT ELEVATION 660 MAIN STREET /^ \ 100 PROPOSED CONTOUR IN THE TOWN OF: GRAVEL PARKING (WEST) BARNSTABLE \ ) 100 EXISTING CONTOUR I j GAR/STORAGE PREPARED FOR: M. DAVIS y /Z�O .� DSO 30 0 30 60 90 LOT AREA f� 4 F A� 45,000+/- SQ. FT. � BOARD of HEALTH c�. �� h'i - / 1.03+/- ACRES o. (.a MA SCALE: 1 = 30' DATE: APRIL 6, 2002 0/F �- / 1< ; APPROVED DATE L� 14 - _ate off %8-362-4541 1 -�- fox 508 362-9880 i 11A Of' s Mq � �� oI MaJjq v down cape engineering, inc. ARNE H. �yG � A HE o OJALA r_`i C) OJALA �. . \ o No, 26348 a CIVIL ENGINEERS U No 01792 y � � _ LAND SURVEYORS IS1,o�o� �,�C, ER�� " so Fs �� 0 Zoo /0� 939, main st. yarrlouth, mo. 02675 00--367 A H. OJALA, P.E., P.L.S. DATE