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0062 WACHUSETT AVENUE - Health
62 WACHUSETT AVE Hyannis A = 287 - 081 r No.53CR UPC 17743 smead.com • Made in USA J�T-CYctp _2 � y Q 1 SFI �SR so W-qWROGRAALORO pW yP oy i l I i.� a �I 1 b I E I I v � i ��� TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE. hOp�� ASSESSOR'S MAP&PARCEL '7 1 INSTALLER'S NAME&PHONE NO. �7,71.. l SEPTIC TANK CAPACITY 15-CO 6c.-L_ LEACHING FACILITY. (type) (size) NO.OF BEDROOMS •. �Ir OWNER PERMIT DATE: `7-_3 i 1�� COMPLIANCE DATE: I L� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -E— Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N Feet Edge of Wetland and Leaching Facility(If any wetlands'exist within 300 feet of leaching facility) N► Feet FURNISHED BY / 1 a 00 w w �, . Q_ "'1 a 1 ' A • r � No: '�°� / / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpUtation for Mispo8al 6pstrm Construction pPrmit Application for a Permit to Construct(4 Repair V/Upgrade( ) Abandon( ) 011clomplete System 0 Individual Components Location Address or Lot No.(��1 ( �vsAL A c�_e Owner's Name,Address,and Tel.No. Assessor's Map/ParcelaZ$7Q� S�r) t- /1�aAgaA&�-�(e_ aaa,7 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Ste-36,4-- Z/5L1� CN-tT_nL Powno Type of Building: �B Dwelling No.of Bedrooms ' !S� '"'" bo q Lot Size 6000 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) `y/�[� gpd Design flow provided y 5" gpd Plan Date o�/� 3a,wit, Number of�sheeet�s / Revision Date �irQ a3 ��g Title i;Q, P�vt �,�. (2"�- ►* Ag= 11 1 c¢Mnm4 ��i� j Size of Septic Tank 1500�( a/) Type of S.A.S. 3 -Ct{qo I Sin �P �YD�] 0&4 33'�X 10�•�3 Description of Soil tLu_ 1 a� / Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in zccordance with the provisions of Title 5 of the Environmental a and to place the system in operation until a Certificate of Compliance has been issued by t ' Board of Health. e d G Date 3 Application Approved by Date Application Disapproved by Date for the following reasons i Permit No. Date Issued No.!mil i 0 Fee ! I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: o PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS Yes ; j Yication for Misposai .6pstem (Construction Permit Application for a Permit to Construct(u') Repair 04upgrade( ) Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No.(,A �� �r{CAE' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel,2'rf 8j {ifa:;,3 v c2�- 9 r+ic 1 r •, 7�+I Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. '-?,lob V S'!/-/ (�ot��ly �C�an �cc�ierY, i' t.�C R%own<_'C ae '�,',v-6in.eer,"e5r one. g �t/�2ce�FyS • IS �sr, ► ,ut;�rKt, �s. �lr. ���� �lar ?U,c� . Type of Building: i Dwelling No.of Bedrooms c` '4�" + i f 5V1 Lot Size` u.y�, sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) O gpd Design flow provided y�i 5 gpd Plan Dater)"z."� Za, 3fJl to Number of sheets 1 Revision Date Title t ;1 lu e a. Pee,An el-14.- U-�-v d,�ee�s �`� t�it•e �;ea�c a1�Yl fe 1P11P+ Y W1 r P- Size of Septic Tank 1,500,;"( Type of S.A.S. `3 -64 �a) tiix, rP 0 6,v n,, 33,5 X Q.83 "* D,escription of Soil r S Nature of Repairs or Alterations(Answer when applicable) Date fast inspected: Agreement: The:undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in cor dance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of ompliance has been issued by is BoAt ard of Health. • ;:� t r (r; �gned i, r; - // C Date Application Approved by DatePr a... hl- � Application Disapproved by _ r'` Date for the following seasons Permit No. a Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(bN Upgraded( ) Abandoned(• �)by Sot-4y�1 ta' .� ( ()p` r,t Ir` /1n _ at (JCJLI Caltatie A4 414 A i,s /`n f t has been constru d'n acc r with the provisions of Title 5 and the for Disposal�System Con str�uction Permit No.�j Installer GG( - ''ervx c�:PC Designer Z' ,j A 1.&an.una ►r�C- #bedrooms Approved desi *flow /', -•-*•, O gpd The issuance of this per7rut hall not be3 construed as a guarantee that the system wil function d' si ed. Date` Inspector _.�..�..-.~'",•"� - -----.-------- ---.---.---.----: --- -------------- _ _ _--_- ------— ----------------------- ------ - No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION— BARNSTABLE, MASSACHUSETTS Bispisal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(,�) Upgrade( ) Abandon( ) System located at Le A �l JCJ�'� t 1.31 ��� f`� tr' tr�n t"� 4--�6 r4 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructio ust be c ple d within three years of the date of this permit. \, Date . Approved by -12-2018 03:16 From: To:15087906304 Page:1/1 i Town of Barnstable Regal hory Se>r eeq 'Yhomas IF. Geller,Director Public Hezatth Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 I Offiico: 56846Z-4644 Fax: 508-790-6304 lastaAer&Designer CentitEicztion Forrm. IIDaate:. �� Sewage Permit# �/�� �y� Assessor's.l�l[ap\Pancel �7 °/ IIDmsigner: �D��. G4 G ][Ilnstalfler: �Or7D //�1 1, .�1 �kr� Addn�ess: �,� / ta,l Address: On I►53 � �r5� ' T was issued a permit to nostall a (date) iez) septic system at W ACI ttfE 4 based on a design drawn by (address) dated r'i V-- 7d3 ( gn ) - I certify'that the septic system referenced above was installed substanW01Y according to the design, which may include.minor approved changes such as lateral relooatiou of the distribution box and/or septic tank I I certify that the septic system x6ferenced above was installed with major changes (i.e. greater than 10' lateral relocationjofthe SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. OF M*A DANIELA. s UJALA (Installer's ignatare CIVIL '^ No. o� � O iv Fo/sT6p� ASS/pIJnL ECG (Designer's Signature) (Affix Designer's Stain Here PLEAn flMTURN TO AAMSTABLE I PCJ BUC- HEALTI JW21(ON. CERT]WICAT1E OF wII.L NOT BE YssUER UNTn, AMR THLS APID �►s- •T CARD ARE 1tE DY THE RARN&TAIME UMC�l1Xa _ aDXYMON. THANKY011, Cl:.L7se4th/C.:.Nr/Il.e�n..�r/'.rrtitirstinn T/nrm 9-')A-U-.dnn r" �I N8229'35"w 5000, N82' N '35 L;O� 29 ry 5000' CB FND PB 663 PG 42 � DISP. 5,000 S.F. N52'30'25"E 0 0.11 AC. ^ o XISTING 0.15' COTTAGE #68 N8229'35"ty EXISTING 000� Bch O DWELLING Z R O #62 ° 1 LOT 26 w PB 663 PG 41 o 5,000 S.F. p 0.11 AC. •"� O N N F= f N1oo ��o COVERED PORCH 3 N o Li W I i (ri (/) CB a ) S8229'35 o FND.. 'E' CO 10 a � HELD 5000' S822ga 3 ,E .00 5 CB FND 58229'35'E 40 00' DISP. JSJE A N20'42'12"W %-'U VA ENUE Scale:1"= 20' 0 10 20 30 40 50 FEET EASEMENT SKETCH PLAN off 508-362-4541 IN I fax 508-362-9880 downcape.com © HYANNISPORT, MA dOWR CdPe entineefiftf, i07c. WACHUSETT AVENUE civil engineers PREPARED FOR land surveyors JOHN ALE 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 SCALE: 1' = 20' DATE: JULY 18, 2018 DCE #18-164 down cape engineering, in(SIEVE SOILS ANALYSIS 62 WACHUSSETT AVE HYANNIS, MA(HOUSE) DATE OF REPORT: 2129116 JOB : GRAIN 'SIZE ANALYSIS-SIEVE TEST SITE: 62 WACHUSSETT AVENUE, HYANNIS LOCATION: DCE TEST HOLE (HOUSE LOT) SIEVE ANALYSIS Weight Sampie(Grams): 151.8 SIZE ;WEIGHT RETAINED ; % RETAINED % PASSED ------ - ...-.(sum)............. ------------- ---•-- 1" 0.0; 0.0%: 100.0% ------------- --------------------------�---------------------�------- ----------- 0.0 0.0% 100.0% ------------- --------------------------d--------------------- ------ -------- 1/2" 0.0: 0.0%: 100.0% 3/8"---------r•-------------------------•r--------------- ------r--------- Tdu. % ----------------------------------------- #4 0.0; 0.0%; 100.0% ......................��_v 15.9; 10.5%: 89.5% #20 67.9 ____________44.7%�---------- 55.3% ----------- �------•------------------ �- #40 124.7; 82.1%; #50--------- --------------------140.3Y-------------92.4%-------------7.6% -------------•---------------------------r---------------------� - #80 148.1;_ ._97 F1 2.4% -------------� ----------- ------------ #100 149.2 98 3%0� 1_7% #200 151.0� 99.5%: 0.5% ----- - ------------------ ---------- --------- PAN: 151.5; 100.0%: 0.0% SAMPLE: 151.8; NOTE:TEST ON PASSING#4 ONLY, 1.4% RETAINED ON#4<45%O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b(GRAVEL&SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% CLOSE #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >99%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1<2 MINAN. MATERIAL(0.74 GPMISF) NONCOMPACTED SOIL DESCRIPTION: MEDIUM/COARSE SAND NOFMggs90 e DANIELA. y�s�F✓o to OJALA CIVIL No.46502 �0 S ELF /0 AL QUITCLAIM DEED We, John C. Ale and Margaret R. Ale, being married to each other, both of 2227 Brentwood Drive, Houston, TX 77019 for consideration paid and in full consideration of ONE AND 00/100 ($1,00) DOLLAR, grant to Margaret R. Ale, Trustee of the 68 Wachusett Avenue Realty Trust, under Declaration of Trust dated July 19, 2018, a Trustee's Certificate pursuant to M. G. L. Chapter 184, Section 25 being recorded herewith, of 2227 Brentwood Drive, Houston, TX 77019 CD with QUITCLAIM COVENANTS, the land together with the buildings thereon in Barnstable (Hyannis Port), Barnstable County, Massachusetts, bounded and o described as follows: a Parcel I x Q On the South by Wachusett Avenue; On the West by Lot 425 as shown on a plan hereinafter referred to; On the North by Lot #39 as shown on said plan; and V) On the East by Lot #27 as shown on said plan. c 3 The lot hereby conveyed being Lot 926 on Wachusett Avenue in Section 3 shown 00 on a plan of lots drawn by Rufus Cook entitled "Plan of Sea Shore Lots belonging to the Hyannis Land Company in Hyannis, Barnstable County, Mass., R. Cook, Surveyor, Scale: 200 ft. to an inch, 1872" and duly recorded in Barnstable County Registry of Deeds in Plan Book 35, Page 13, also known as Book 111 Page 30. See also Plan Book 663 Page 41. I For title, see deed recorded with said Deeds in Book 30860 Page 152/ ti Subject to and together with the benefit of all easements, rights, reservations and restrictions of record, insofar as the same are now in force and applicable. WITNESS m hand and seal this c)!)Ij day of Jul 2018. Y Y Y� JO . ALE 621�- E t� MARGARET R. ALE STATE OF TEXAS Harris, ss. On this a-3 day of July, 2018,before me,the undersigned notary public,personally appeared John C. Ale and proved to me through satisfactory evidence of identification, a Texas driver's license, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it as his free act and deed and made oath that the foregoing certification is true and correct P�%,, JACKIE BEELAR 2�* :Notary Public.State of Texas }` Comm.Expires 08-01-2020 Notary ID 1248481656 Notary Public My commission expires: COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: 4'L On this day of July,2018, before me,the undersigned notary public,personally appeared Margaret R. Ale and proved to me through satisfactory evidence of identification, a Texas driver's license, to be the person whose name is signed on the preceding or attached document,and acknowledged to me that she signed it as her free act and deed and made oath that the foregoing certification is true and accurate Notary Public My commission expires: ,,,�'Q.�.•o�,ih;:F.. O '--, . aN c c.11 o••°r a: 4,qy FU01�, HUSH t DECLARATION OF TRUST ESTABLISHING 68 WACHUSETT AVENUE REALTY TRUST The undersigned, Margaret R. Ale, of 2227 Brentwood Drive, Houston, TX 77019 hereby declares that any and all property and interest in property that may be acquired hereunder("the TTUst Estate"), shall be held in trust for the sole benefit of the beneficiary or beneficiaries for the time being hereunder, upon the terms herein set forth. The term "Trustee" wherever used herein shall mean the Trustee or Trustees named herein, and such person or persons who hereafter are serving as Trustee or Trustees hereunder,and the rights, powers,authority and privileges granted hereunder to the"Trustee shall be exercised by such person or persons subject to the provisions hereof. The initial Trustee hereunder is Margaret R. Ale. 1. The term "Beneficiaries"wherever used herein,shall mean the beneficiary or beneficiaries listed in the Schedule of Beneficial Interests this day executed and filed with the Trustee,or in the revised Schedule of Beneficial Interests, if any, fi•om time to time executed and filed with the Trustee. The Trustee shall not be affected by any assignment or transfer of any beneficial interest until receipt by the Trustee of notice that such assignment or transfer has in fact been made and a revised Schedule of Beneficial Interests shall have been duly executed and filed with the Trustee. Any Trustee may without impropriety become a beneficiary hereunder and exercise all rights of a beneficiary with the same effect as though he were not a Trustee. The Trust hereby established may be referred to as 68 Wachusett Avenue Realty Trust. The mailing address of the said Trust is as follows: 68 WACHUSFTT AVENUE REALTY TRUST C/O MARGARET R. ALE. 2227 BENTWOOD DRIVE HOUSTON, TX 77019 2. The Trustee shall hold the principal of this Trust and receive the income therefrom for the benefit of the beneficiaries, and shall pay the income to the beneficiaries in proportion to their respective interests at least annually. The Trustee may open,maintain and,at will,close out any checking and savings accounts and safe deposit boxes in any bank, banks, trust companies, federal savings and loan associations, and other banking, lending or other financial institutions,and the Trustee may deposit finds and other assets of the Trust in such institutions and such safe deposit boxes, and may disburse such funds on checks signed by the Trustee or by any person or persons authorized in writing by the Trustee so to do. Each such institution shall honor all checks and other instruments signed by such person or persons authorized by the Trustee to sign,and permit such person or persons to have access to such safe deposit boxes: and such institutions may rely fully on the Trustee's signed r authorization so to do, so Piled by the Trustee with said institution. 3. Except as expressly provided in Paragraphs 2 and 4 hereof, the Trustee shall have no power to deal in or with the Trust Estate except as directed by the beneficiaries. When, as and if,and to the extent specifically directed by the beneficiaries,the Trustee shall have full power and authority, which he shall exercise, to deal in or with the Trust Estate including, without limitation, the power and authority to acquire, deal in and manage any real or personal property or interest in property,both tangible and intangible,howsoever described and wheresoever located, improved or unimproved, to sell, convey, assign, mortgage or otherwise dispose of all or any part of the Trust Estate(including without limitation the full power and authority to delegate to any person or persons acting singly or together with others and whether or not serving as a Trustee hereunder),and the Trustee shall have the full power and authority to sign checks,drafts,notes,bills of exchange,acceptances, undertakings and other instruments or orders for the payment, transfer or withdrawal of money for whatever purposes and to whomsoever payable (including those drawn to the individual order of a signer, and all waivers of demand, protest, notice of protest or dishonor of any check, note, bill, draft or other instrument made, drawn or endorsed in the name of the Trust), and as lessor or lessee to execute and deliver leases and subleases, and to borrow money, and to execute and deliver notes or other evidence of such borrowing,and to grant or acquire rights or easements and enter into agreements or arrangements with respect to the Trust Estate. Any and all instruments executed pursuant to powers herein contained may create obligations extending over any periods of time, including periods extending beyond the date of any possible termination of the Trust. Notwithstanding any provisions contained herein, no Trustee shall be required to take any action which in the opinion of such Trustee will involve him in any personal liability unless first indemnified to his satisfaction. Any person dealing with the Trustee shall be fully protected in accordance with the provisions of Paragraph 6 hereof. 4. The Trust may be terminated at any time by the holder or holders of that percentage of the beneficial interests herein specified below by notice in writing to the Trustee and the other beneficiaries,if any, but such termination shall only be effective when a Certificate thereof signed and acknowledged by the Trustee hereunder shall be recorded in the Registry of Deeds; and the Trust shall terminate in any event ten (10) years after the death of the last surviving initial Trustee above named, In case of any such termination, the Trustee shall transfer and convey the specific assets constituting the Trust Estate, subject to any leases, mortgages, contracts or other encumbrances on the Trust Estate, to the beneficiaries as tenants in common in proportion to their respective interests hereunder. The percentage of the beneficial interests required to terminate the Trust shall be not less than sixty (60%) percent, 5. Any Trustee hereunder may resign by written instrument signed and acknowledged by such Trustee and recorded in the Registry of Deeds. Subject to the provisions of Paragraph No. 9 hereof, succeeding Trustee to fill a vacancy caused by resignation or death may be appointed by an instrument or instruments in writing signed by all of the beneficiaries as shown in the then applicable Schedule of Beneficial Interests,provided in each case that such instrument or instruments or a certificate by any Trustee naming the Trustee or Trustees appointed, and the acceptance in writing by the Trustee or Trustees appointed, shall be recorded in the Registry of Deeds. Upon the appointment of any succeeding Trustee,the title to the Trust Estate shall thereupon and without the necessity of any conveyance be vested in said succeeding Trustee jointly with the remaining Trustee or Trustees, if any. Each succeeding Trustee shall have all the rights, powers, authority and privileges as if named as the original Trustee hereunder. No Trustee shall be required to furnish bond. This Declaration of Trust may be amended from time to time by an instrument in writing signed by the holder or holders of that percentage of the beneficial interests herein specified below and acknowledged by one or more of such Trustee or Beneficiaries, provided in each case that the instrument of amendment or a certificate by any Trustee setting forth the terms of such amendment shall be recorded in the Registry of Deeds. The percentage of the beneficial interest required to amend the Trust shall be not less than (.60%) per cent. 6. No Trustee hereunder shall be liable for any error ofjudg-�ment nor for any loss arising out of any act or omission in good faith, but shall be responsible only for his own willful breach of trust. No license of court shall be requisite to the validity of any transaction entered into by the Trustee. No purchaser,transferee,pledgee, mortgagee or other lender shall be under any liability to.see to the application of the purchase money or of any money or property loaned or delivered to any Trustee or to see that the terms and conditions of the Trust have been complied with. Every agreement, lease, deed, mortgage or other instrument or document executed or action taken by a person who appears to be a Trustee hereunder,shall be conclusive evidence in favor of every person relying thereon or claiming thereunder that at the time of the delivery thereof or of the taking of such action,this Trust was in full force and effect,that the Trustee was duly authorized and directed by all of the Beneficiaries to execute and deliver the same or to take such action, and that such instrument, document or action taken is valid, binding, effective and legally enforceable. No such instrument need have . affixed thereto any direction or assent of said Beneficiaries or any of them. Any person dealing with the Trust Estate or the Trustee may always rely without further inquiry on a certificate signed by any person appearing from the records of the Registry of Deeds to be a Trustee hereunder as to who is or are the Trustee or Trustees or the beneficiaries hereunder or as to the authority of the Trustee to act or as to the existence or non-existence of any fact or facts which constitute conditions precedent to acts by the Trustee or which are in any other manner germane to the affairs of the Trust 7. No sale, assignment or transfer of any beneficial interest in the Trust, except to another beneficiary or to his or her issue or ancestors or.to the Executor, Administrator, heirs or legatees of a deceased holder,may be made by any person holding a beneficial interest in the Trust,including Executors,Administrators,heirs and legatees of a deceased holder,and any other person succeeding to a holder's interest herein,without first notifying the other holders in writing of his, her or their desire to sell, assign and transfer such interest and offering to sell the same to the other members in accordance with the terms of this Paragraph 7. Such writing shall state the terms upon which such interest is proposed to be sold and the identity of the principal or principals to whom such interest is proposed to be sold, his, her or their addresses and all other terms and conditions of such proposed sale. in case of any such proposed sale of any beneficial interest in the Trust, or any part thereof, the remaining holders of the beneficial interests shall have a period of ninety(90)days after receipt of such notice within which to purchase the same upon the game terms and conditions. If such offer is accepted by two or more of the holders of such beneficial interest, they shall purchase the entire interest so offered in proportion to their respective interests hereunder. If such offer is accepted by only one holder of a beneficial interest, he shall purchase the entire interest so offered. If none of the holders of such beneficial interest shall give written notice of his acceptance of such offer within said 90-day period, the person desiring to sell shall have the right to sell his interest or any part thereof,as the case may be, to the proposed buyer,provided such sale or transfer is made strictly in accordance with the terms of such written notice,within three(3)months of the expiration of such 90-day period. Any holder electing to purchase any interest of another holder shall pay the purchase price for such interest by bank or certified checks. 8. The term "Registry of Deeds shall mean the Registry specified below, provided that if this Declaration of Trust is recorded or tiled for registration in any other public office within or without the Commonwealth of Massachusetts,any person dealing with portions or all of the Trust Estate as to which documents or instruments are recorded or filed for registration in such other public office in order to constitute notice to persons not parties thereto may rely on the state of the record with respect to this Trust in such other public office and, with respect to such portions or all of the Trust Estate,the term"Registry of Deeds"as used herein shall mean such other public office. As used herein, the "Registry of Deeds" is the Barnstable County Registry of Deeds. 9. If, for any reason,the initial Trustee shall fail to so serve because of death,resignation or incapacity, there shall be appointed as successor Trustee, John C. Ale. WITNESS the execution hereof under seal by the undersigned on this I8th day of July, 2018. MARGAR T R. ALE COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 18th day of July, 2018, before me, the undersigned notary public, personally appeared Margaret R. Ale, known to me personally to be the individual whose name is signed on the preceding or attached document and acknowledged to me that she signed it voluntarily and as her free act and deed for its stated purpose. `��au►a�u►►,,,,, Notary Public 10 00 D My commission expires: ���'. e 20es••' G��= U•o APOVIi +e�ee'.atL`O 9i s 86 Wachusett Avenue Realty Trust Dated: July 18, 2018 Margaret R. Ale, Trustee SCHEDULE OF BENEFICIARIES Beneficiary Proportionate Interest Margaret R. Ale and John C. Ale 100%as husband and wife, tenants By the entirety The terms of 86 Wachusett Avenue Realty Trust, dated July 18, 2018, are hereby approved; and we, being the sole beneficiaries, in consideration of the execution at our request of said Trust, by the Trustee therein named, for ourselves and our successors in interest, agree with the Trustee to be bound by said Trust, to save said Trustee and her successors harmless and indemnified from and against all claims and demands of every name and nature which they may suffer to incur by reason of this Trusteeship, unless caused by their willful act or default,and to reimburse said Trustee promptly upon request for all costs and expenses, including her reasonable compensation, incurred or suffered by her. WITNESS the execution hereof under seal this 18th day of July, 2018. Mar aret R. 1 e Jo C. Ale UTILITY EASEMENT I, Margaret R. Ale (Grantor), Trustee of the 68 Wachusett Avenue Realty Trust, under Declaration of Trust dated July 19, 2018, 2227 Brentwood Drive, Houston, TX 77019, in consideration of$1.00, owner of 68 Wachusett Avenue, Barnstable (Hyannis Port), Barnstable County, Massachusetts hereby grant unto John C. Ale and Margaret R. Ale (together "Grantees"), both of the perpetual non-exclusive right and easement as appurtenant to their property at 62 Wachusett Avenue, Barnstable (Hyannis Port) Barnstable County, Massachusetts, to use said Easement for the installation, repair, maintenance and replacement of underground utilities, across that area shown on the attached Easement Sketch Plan shown as "Proposed 10" Wide Utility Easement". The Grantor's property is known as 68 Wachusett Avenue, Barnstable (Hyannis Port); Barnstable County, Massachusetts and is shown as Lot 26 on Wachusett Avenue in Section 3 shown on a plan of lots drawn by Rufus Cook entitled "Plan of Sea Shore Lots belonging to the Hyannis Land Company in Hyannis, Barnstable County, Mass., R. Cook, Surveyor, Scale: 200 ft. to an inch, 1872" and duly recorded in the Barnstable County Registry of Deeds in Plan Book 35 Page 13, also known as Book 111 Page 30. See also Plan Book 663 Page 152. I i The Grantee's property is known as 62 Wachusett Avenue, Barnstable (Hyannis Port), Barnstable County, Massachusetts and is shown as Lot 25 on Wachusett Avenue in Section 3 shown on a plan of lots drawn by Rufus Cook entitled "Plan of Sea Shore Lots belonging to the Hyannis Land Company in Hyannis, Barnstable County, Mass., R. Cook, Surveyor, Scale: 200 ft. to an inch, 1872" and duly recorded in the Barnstable County Registry of Deeds in Plan Book 35 Page 13, also known as Book 111 Page 30. See also Plan Book 663 Page 152, I, Margaret R. Ale, hereby certify that I am the sole Trustee of the 62 Wachusett Avenue Realty Trust, the trust has not been amended or revoked, all of the beneficiaries are individuals, not minors and are operating under no constraint or undue influence. I have been authorized by all of the beneficiaries to sign this Utility Easement, i i i i 7 Witness my hand and seal this day of July, 2018. � ,-wr,4C _ Margaret RE. Ale, Trustee 62 Wachusett Avenue Realty Trust COMMONWEALTH OF MASSACHUSETTS Barnstable County, ss. t, On this day of July, 2018, before me, the undersigned notary public, personally appeared Margaret R. Ale, who is personally known to me or who has proved to me by producing a Texas driver's license as identification, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose, as Trustee of 62 Wachusett Avenue Realty Trust ,,,,,��rrrar�►np►�►►�',,,Notary Public My Commission Expires: ,v co,yy..:o PQRIL �sF�AGO o?z ti y`•m -y •'v9y C ••'•9�'y FALTH of• ,��� I i �822935 50.00' i1/822935 LOT 25 50 00' CB FND PB 663 PG 42 DISP. 5,000 S.F. N \ N52'30'25"E 0.11 AC: � EXISTING\ 0.15' COTTAGE\ #68 i N822935"yy 000 EXISTING � p DWELLING \ Z ° #62 \ ui o j LOT 26 wl PB663PG41 � p \ > I 5,000 S.F. p ~ 0.11 AC. o \ N N ti I o !� % u (:3 o (6 z COVERED PORCH 39: I pO of � �o I F CB . o S82• FND 29 j5'�c ca a HELD 5000, 10, `58229 35'E CB FND I p0 S822935"E 40.00' DISP. 9-1 7mr-ar JSFWAU" N20'42'12"W 0.06' fp` A Scale:1 =20 0 10 20 30 40 50 FEET EASEMENT SKETCH PLAN off 508-362-4541 IN I fax 508-362-9880 downcope.com © HYANNISPORT, MA Q40Wo cilpe eny%neerl,7 Inc. WACHUSETT AVENUE civil engineers PREPARED FOR land surveyors JOHN ALE 939 Main Street ( Rte 6A) YARMOUTHPORT . MA 02675 SCALE: 1' = 20' DATE: JULY 18, 2018 DCE #18-164 Liar; Xon Date 200 MAMA 54eek,Ayanals NIP,.02601 r UL Date Soh dulcd Txxxto�_ Fee Fdl, Soil Suitability Assesment r e a e D sposa� k'ert'arm9d:)3y: 1�G¢,�j r -e °�,�/�rG(�6.�f� a v r Wltzessad By: .s.M•,�?ITTIkl?.C't t I ocalian Address &`2 ('�, AddressAss9ssog's lYLap/Rarael: �0 ? u I zngino9r'sNarAo,�]�LAJ�" e NZW CON5TRUC NON REPAIR Telephone¢f (sD a� 36d, Dlstanaes flrom: Open Water Body -L— ft Possible Wet Area GPI'tk Arinlcing Water Well ' ft Dratnago Way !• ft .Property Line 7 it Other ft SIM"TeJag(Stceetname,dimensions of lot,exact Ioeatlons of testholos&perc testa;loeato wetlaad4n pgaxigaity, to holds) 03 �® f� Parent material(gealoglc)G fa 11 Y I'� �� Depth tq 13e�Jrgclg > 0 Depth'toGroundwater. 5tandingwat9rinHole: / .. . weeping froz PitFpnA' 13sdzated Seasonal 111gh t3roundwatex VIA D�TE IINMIAMON FOP,BE AS ONAL HIM WATER TABLE. Method Used: lt/ _ Depth Observed standing in obs.hole: ltti :O9ptlx�tt?.sAll t%19ttflnlit,, ltl, A9,pth to�rcepingi'mm sido of obs.hole: It1, (3�.dutkdwa¢�l:.l�df uAGttl�Ak �. Iadci Wellf# ktcadinglaate: Ind97L Welllpya[ __,, AijJ.f tkdr,� yT_ �,df,:Cll:Y?tlilC�iYtlk�sP1 nYa1 PERCOLATION IrESIT, Observation );dole# DepthofPorc. J I e , T1nxeAt6" S�rt1'xe-sank Zlzna @ - 'T1m3(9u•G") I rt� V lend 1'r9-soak R.atslvlln.lznol7: Sltp Suitability P saasszueAt: 5lta 1'nssed BUA 1;nflod: _ Addfdonal'l"OSUng rodod(:YIN) /V Original., Public Health Dlvlsl❑a Observation llok,'Data To Be Complatcd ou Back—-------- If perrIolatio' n test is ip be e'maducted witUa 100' ofwedaud,you must Erst notify fhe Barnstable able CoaaseTvaff.on Division at least one(1) week prior to 7beghming. �,c155.1xI'ICIPDR.C.FORM.,DOC _ � . CD PI CA • ``�' n Hod v cu `"r .a ra cmn chi 3a a- PCs rig p P� OR rEj p t ® m p CC "r- p�pt a o o a pl, rent � - CD cc 0-0 n Er 11 cl Cam . 10- CD co 7D EP CD . fv Lj•.0 erne w m1-4 a n n o - o-a l7q• okED Ll ED O' l rn c' rn a oK ' a EM m ` p 2.0 ;3 � P u. Town of Barnstable Barnstable ft A- B r, 'o ealth efta anvsrne . : rV y is MA 02601 9 MAS&16.39. $ I FD MA't�,0 i 007 VVV aul J.Canniff,D.M.D. Office:508-862-4644 Donald A.Guadagnoli,M.D FAX: 508-790-6304 q John T.Norman BOARD OF HEALTH MEETING RESULTS Tuesday, July 17, 2018 at 3:00 PM Hyannis Youth Community Center HYCC Y Y � ) 141 Bassett Lane, Shepley Room, Hyannis, MA I. Variance — Septic (Continued): Daniel Ojala, Down Cape Engineering, representing John and Margaret Ale, owners — 62 Wachusett Avenue, Hyannis, Map/Parcel 287-081, 5,000 square feet parcel, multiple variances requested, continued from June 22, 2018 meeting. GRANTED WITH CONDITIONS. Building Commissioner had determined there are two separate lots. The Board granted variances with the following conditions: 1) property must ha- e r or_ded «easementTfor the proposed 10 fe wet ide-utility-(water sae ement asYlis`ted-on-plan, 2) the soil test must be do , 3),thh engineering-plan-shall'be revised-to show the installation of*a ` ne liner also=on�the fronf�(stre`et)side of Leaching facility;and 4) if a_driveway-isyptaced-over the outlet of leaching-facility,then-they-must-use-a-metal-cover-to�grade at the outlet side, II. Variance — Septic: Michael Pimentel, JC Engineering, representing Richard Schott, Trustee — 527 Craigville Beach Road, Centerville, Map/Parcel 246-155, 27,152 square feet parcel, three variances are requested. GRANTED WITH CONDITIONS. The Board granted the variances on the engineering plan dated July 11, 2018, with the following conditions: 1) a four-bedroom deed restriction is recorded at the Barnstable County Registry of Deeds and an official copy must be submitted to the Health Division. III. Variance — Grease Trap (Continued): Michael Gannon, owner of new restaurant, Gannon's Tavern — 959 Bearse's Way, Hyannis, Map/Parcel 273-124, connected to public sewer, 1,500 grease trap provided, requesting a variance to provide 20 additional seats (for a total of 120 seats), continued from June 22, 2018 meeting. CONTINUED TO THE AUGUST 28, 2018 MEETING. No one was present. The owner(s) are discussing with DPW. Page 1 of 4 BOH 7/19/18 IV. Hearing — Outdoor Storage: Karen Zappula, 32 Skunknet Road, Centerville, Map/Parcel 192-048- Several complaints received at Health Division due to multiple piles of indoor household items (i.e. basement items, furniture) stored outdoors after a water leak which occurred back in December 2017; owner requests an extension of time to relocate items, donate items, and to dispose of damaged items. GRANTED AN EXTENSION UNTIL AUGUST 14T" WITH STATUS AT 8/28 MEETING. Board voted to grant a 4-week extension for clean up until August 14 . Neighbors spoke, one volunteered some labor. Rotary Club volunteered some labor and money. Mr. McKean offered contributing up to $200 through abatement fund. The Board would like an inspection with an update for the 8/28/18 board meeting. If not completed, owner must attend meeting. V. Hearing — Order Issued to Remove Underground Fuel Storage Tank: Robert and Maureen Vanasse- 514 Grand Island Drive, Osterville, existing 3,000 gallon underground tank used for heating oil, constructed of single-walled steel, more than 30 years of age, owner was ordered to remove tank by certified mail several times. CONTINUED TO AUGUST 28, 2018 MEETING. Attorney David Lawler was just appointed and requested extension to August 28, 2018. VI. Food — Temporary Food Events: A. Bob Bourque, Rotary Club of Hyannis, requesting permission to provide the first annual food event entitled "Quahog Festival at the Town Green," at 367 Main Street, Hyannis on Sunday, August 26, 2018 from 12:00 — 6:00 pm, with the following menu items: stuffed quahogs, raw bar, clam chowder, clam pies, burgers, hot dogs, sausages with peppers and onions, ice cream and, possibly, pizza, and popcorn. GRANTED. The Board granted permission to have an annual temporary food event. Bob Bourque volunteered to have a handwash station at each of the six stations except for the popcorn vendor Smith Family (as it is pre-packaged.). The menu items are: stuffed quahogs, clam chowder, claim pies, raw bar, hamburgers, hot dogs, sausages, ice cream, pizza, and popcorn. B. Beth Marcus, Cape Cod Beer, requesting permission to provide the first annual Oyster event "Shuck! A Day of Oysters and Beer" at Cape Cod Beer, to be held at 1336 Phinney's Lane, Barnstable (Hyannis), on October 10, 2018. GRANTED. The Board granted permission to have an annual temporary food event in accordance with the sketch submitted. There will be two tables with oysters next to each other and a handwash station between them and a chowder station in front of the pop-up kitchen area. The menu will be limited to: oysters, little necks, chowder, and ice cream and grilled cheese sandwiches from two mobile food trucks. Page 2 of 4 BOH 7/19/18 DATE * w $95.00 FEE*: RARNSTABM 03ig. ♦0 .� 'Town of Barnstable REC.BY: �CJd SCHED.DATE: y Board of Health 1-- 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Junichi Sawayanagi VARIANCE REQUEST FORM LOCATION ` Property Address: (,2- _ 5 E A va• Y�¢-►►-+ s p o�t�7- Assessor's Map and Parcel Number: �'1 0 1 Size of Lot: �-✓ 0 0 0 S.l^ Wetlands Within 300 Ft. Yes Business Name: No X Subdivision Name: APPLICANT'S NAME: '- •6• "0a-'d-►-5 1 56 ( " I N- Phone 1-E z-e ` 1 l(e S Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON _ Name: ,I o►F ram► i p�2L�f�/ A t-E Name: Z A nl t v-t_ A. 2 z.'t—'1 ��2E tit 1 i.•l o a n 02. Address: 1A o-iST;-,, TX - -►D ►'l Address: T w !C�a t= CI^D,LbRe-1r�-�rz( .sy�(vr Phone: Phone: EMAIL: �ARIANCE FROM REGULATION(Iucl.Reg.code#) REASON FOR VARIANCE(May attach separate sheet if more space needed) NATURE OF WORK: House Addition L1 House Renovation Repair of Failed Septic System LJ Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an VA system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.bamstable.ma.us D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters 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). Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food,pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED C. Donald A.Guadagnoli,M.D. C:\Users\decol1ik\AppData Local\Microsoft\Windows\INetCache\Content.out look\QDLJENHC\VARIREQ Rev APR 4- 2018.docx r 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. Craig J.Ferrari,ELT,S.E. structural design June 5, 2018 Barnstable Board of Health site planning 200 Main Street Hyannis, MA 02601 sewage system designs Re: #62 Wachusett Avenue Dear Board Members: inspections Enclosed is a variance filing request for the above-referenced site. On behalf of our client, we are requesting the following variances: permits � Variances from 310 CMR 15.405 ("Maximum Feasible Compliance"): (1a) reduction in setback, leaching facility to lot line (10'to 5.2'); septic tank to lot line (10' to 5.2 ) (1b): reduction in setback, leaching facility to foundation (20'to 8'); septic tank to foundation (10' to 5.3') 15.Z55 (5): reduction in lateral removal of unsuitable material (5' to 1.5') on one side of leaching facility The 5000 s.f. lot is improved with a 5 bedroom dwelling. The cesspool septic system is being upgraded to a new Title 5 septic system. Construction work is proposed on the dwelling,.with the result of a reduction in the number of bedrooms from 5 to 4. Due to the extreme site restrictions,variances are required in order to design a new subsurface septic system. The variances are requested to the lot lines and the foundation; a 40 mil liner is proposed where appropriate. In that the site does not lie within a Zone II,the area is served by town water, groundwater is not an issue and the house will have a net reduction in bedrooms, we feel that by granting these variances the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations. Very truly yours, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. r IMME Town of Barnstable - Barnstable Board of Health ;edca 1 BARNSCABLE, � I MASS. 200 Main Street,Hyannis MA 02601 039. 2007 QED MAC a Office: 508-862-4644 Paul J.Cariniff,D.M.D. FAX: 508-790-6304 John T.Norman Donald A.Guadagnoli,M.D. July 19, 2018 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 62 Wachusett,Avenue, Hyannisport, MA A= 287-081 Dear Mr. Ojala, You are granted variances on behalf of your clients, John and Margaret Ale, to construct an onsite sewage disposal system at 62 Wachusett Avenue, Hyannisport, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The septic tank will be located 5.2 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The septic tank will be located 5.3 feet away from the foundation or crawl space, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The leaching facility will be located 5.2 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The leaching facility will be located 8 feet away from the foundation, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.255: Only 1.5 feet of unsuitable material will be removed from one side of the leaching facility, in lieu of the five feet removal of unsuitable material required. These variances are granted with the following conditions: (1) The engineering plan shall be revised to show the installation of a liner on the front (street) side of the leaching facility. Q:\WPFILES\Ojala Ale 62 Wachusett Ave 2018 Variances.docx f (2) The engineering plan shall be revised to show a metal cover to grade at the outlet side of the leaching facility. (3) The applicant must provide the Health Division a copy of the recorded easement for the "proposed ten feet wide utility easement" as depicted on the submitted plan. (4) No more than four (4) bedrooms maximum.are authorized at this property as depicted on the submitted plan due to the limited size of the septic system as designed. 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 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. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the small size of the lot of only 5,000 square feet. Sincerely your?-, aul M.D. Chairman J Q:\WPFILES\Ojala Ale 62 Wachusett Ave 2018 Variances.docx 27'-0" LAUNDRY I� N �J=(QQUP:�j 12'9" KITCHEN o 10'-5" m BED ROOM oN 91 io in ` ElM - BATH T v � v � o � DEN DINING - N ------ PORCI-I 13'-8 17/32" S S• ------ LIVING ROOM --L°P ENTRY 6'_5" + �A �O6 a ➢ gib. 4A O O m W PORCH 27'-0" EXISTING FIR6T FLOOF '�' (0 z- I 5GALE 1/4" = I'-O" ilk ���u 3�0 c�11� lea C¢ E C� � 10 SAS b FO�N��ID�I N� 5p ce or ,-Cb� ��c7�9�' To 0 � so 3 vE N�� rvyNc� vlll� fv NoT V61- Nr Town,d Barnstable" 141�34� z Per. A. . r•i ' . = 1= Departim4t of Regulatory:Services >• a WmN arriv a 'Public Health Division Date MASS. , ��ss~ 200 Main Street;Hyannis MA 02601 Date Scheduled Time /4 ' Fee Pd. ZeeA. Soil Suitability.Assessment for Sew e Disposar Performed-By:_�Q h! e l ��� 'a L IleWitnessed By: ✓, v��9M Q�S c ,LOCATION&'.GENER.AL'INFORMATION Location Address, Owner's Name /,7tC,/�f fJcye� - Address Map/Parcel: Assessor's Ma ` ✓ ea ` $ Z �' 7 �r Engineer's Name �CVji? < ... ' NEW CONSTRUCTION REPAIR Telephone# j-C�� 3 0A—` � Land Use L-a w Slopes(%) t/ r 1 -Surface Stones Gw, ! t`t Distances fi-om: Open Water Body ��� ft _.Possibla.Wet•Area�l D� ft -Drinking Water Well ft 1 f i Dral'nage Way >f f)c�l ft Property Line. >(® ft- Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)' • t i 1 r Parent material(geologic) (9 ((A a I I Depth to Bedrock, F Depth to Groundwater._Standing Water.in Hole: �� Weeping from.Pit Raea A)IA ' Estimated Seasonal High Groundwater NI DITERMINATION FOR SEAASONALMIGH WATER•.TABLE Method Used. "'� Depth Observed standing in obs.hole: —___ In, Depth,to soil mottles: 10.' Depth to weeping from side of obs.hole: ln, Groundwater AdJUNtment tt. Index Well# Reading Data: index Well igvol AdJ.-fac bY, _iAc .draundwa ter.Level ,.a PERCOLATIONTEST - nuts= .__' 7►'1►nt �. , Observation Hole# :` .t' .Tin4gt4",j Depth of Perc Time at 6" 1 FtA ' Start Pre-soak Time @ - '• ': � ' '.Time(90b•611) '•' ' End Pre-soak a+r RateMin./Inch Site Suitability Assessment: Site passed. ` Sitc Falled:' Additional Testing Needed(Y/N) -k Pere&4 4,r-e 0 A.s-4.14 11 Original: Public Health Division Observation Hole Data To Be Completed oti Back—=------. • ; ***If percolation test is to be conducted within 100' of wetland,you!must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q:ISEPTICIPERCFORM.DOC _ •DEEROBSERVATIONfHOLPLOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) '' (Mitnsell) '' ` Mottling, (Structure,Stones;Boulders. onsistency:96 Ut Yel) i - YZ L s lU9/� 7 CZ A; . 2,S,i 7/; 4 • DEEP40$SERVATION HOU'LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) 3 (Munsiill)' "Mottling* (Structure,Stones,Boulders. Consistency, a - I �y� L 5 - 1�yR yA 4 10 90- tW Cz DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency, L S (C) 3/z DEEP OBSERVATION HOLE LOG Hole# Ll Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,S(ones;Boulders, Co 10 -30 L5 EY, a 4, �� Flood Insurance Rate Map: Above500 year flood bound ''No ''Yes Y �Y t Wlthlri St]0`yeai boundary No`"+ Yesr „ : Within l00 year flood boundary No.V___r"'? Yes h. De th of Naturally Occurrin Pervious Material •Does at least four feat of naturally occurring pervious mtitarlal exist in all areas observed throughoutthe he area proposed for the soil-absorption system? P If not,what is the depth of naturally,occurring pervious material? .. Certification ---- �/°/ I certify that on (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 . expertise and. 10 CMR 15.017.experience described in , the required,training,exp p � - Signature ate • . Q:WEPnOPERCFORM.DOC s t m s . z I w G � � C d a o \F ° n I a a r- a rr m W NV lD cn r- • a o Kirk Cra► Des► ns //�� r> oo�� �, }} c�5 o {� ,�` gabs K i t c ti e n a,S a t s C l o s e t s �+-l-.7 �� fRW nw � W A ®�Ntbm.bG'�P•9n"fiMs �Lf .. ..-. �_ T IQY(CfW,30EWGq Bie9asa�ep IRO4pOu�� 1N G_ 6 Kmhmc BaA68 tloseb p�Kp{�pp�CwumtlBM Oa4ns .�J"'1\•A�1`�. p� �\ �/. 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TASGERSD I I I I I I I F, S -0 C O � O 24'D, BIG FOOT FTG'S, I T TO 4'-O" BELOW GRADE- I W/ 12"D, 4ONC. PIERS I MARK GRENIER I 62 WACHUSETT AVE. P _ EA 11 HYANNIS PORT, MA, 8"' 8'-10" L 8'-10" '8" EXISTING AND PROPOSED 19'-0" 1• 19'-0" _ CHANGES FOUNDATION FLAN DECK FRAMING FLAN SCALE 1/4 1,—Oil SCALE 1/4 11-0 11 MAY 2, 2016 S' _1 I {� I REVISIONS BY _ TOWN OF BARNSTABLE , Mh SMOKE DETECTOR E1llEYdED NSTABLE BUILDING DEPT. DAT � BAR I � i f T�IR DE P MEN T DATE �. BOTH SIGNATURES Anc'REQUIRED FOR PERMITTING i rL -3it � �1 u Barnstable Bldg. Dept. Approved by: + _ - Permit #: s J24 to s L) - r- 0 ,h s�Or TS �_. DI 6hw,. i VN I I ►� _ � 4 cal r= ry t� S'�c�t'r�s P� rw.GI IN 't'4VIT -TAW ` : jj Vie AV ith i V �0 6 r""0 Kitch —�� � �J ti W µf... 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DATUM IS ASSUMED [ MARKED WITH MAGNETIC TAPE OR LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE CONCRETE COVER TO CHARCOAL FILTER AS COMPARABLE MEANS FOR FUTURE LOCATION. _ - WITHIN 6" GRADE SHOWN PLAN VIEW 2. MUNICIPAL WATER IS EXISTING (NOT TO SCALE) PITCH BACK TO SAS, q COVERS TO 20 CAST IRON R�DE 2" PEASTONE OR GEOTEXTILE PROVIDE WATERTIGHT H-20 COVER NO LOW POINTS. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, J AI X 99.7 EXIST. SPOT ELEV. TO WITHIN 6" OF GRADE 4. DESIGN (� ) 99 - EXISTING CONTOUR _ TOP FOUND. EL 26.5 FILTER FABRIC OVER STONE ES N LOADING FOR ALL PROPOSED PRECAST Smith UNITS TO BE AASHO H-ZQ -[99]- PROPOSED CONTOUR \ 24•0 MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 25.0 5. PIPE JOINTS TO BE MADE WATERTIGHT. 198.41 PROPOSED SPOT EL. PRECAST H-20 NOTE: 2" MIN. WALL BLOCKS OR RISERS (TYP.) THICKNESS REQUIRED PRECAST RISERS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE -� TH 1 2 0 4"OSCH40 PVC TEST HOLE +. ENDS MORTAR ALL H-20 4 c- oywon -6" MIN. SUMP PIPES LEVEL 1ST 2' �ENDS COMPONENTSWITH 310 CMR 15.000 (TITLE 5.) 12" MIN. INT. DIM. ( ) SIDES 22.0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND a 1 2°1 SLOPE OF GROUND * 1500 GAL H-20 o NOT TO BE USED FOR LOT LINE STAKING OR ANY o Locus 22.5 f 10" 14" ° °°°°°° t 21 .98' TEE SEPTIC TANK TEE ®� DOO® �O�O- -�]ODO OTHER PURPOSE.�� UTILITY POLE 1 73' o 0 0 0 0 0 o 00 0 o O O O � � o O 0 0000 WATERTEHT D'BQX ° ®E2®0E1®®p®�® E7�®0�®E251EnEi®O°°0o00000°° O 0o 0o GAS BAFFLE :• °o°O°o°o°O° FOR LEVELNESS nj ° 0®0®��®®�®� 0000aoao®oo °°°°°°°° Nantucket ®� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.°°°°° 19.0' oSound FIRE HYDRANT 21.59' 21.42 y4' LIQ. LEVEL (ACME OR EQUAL) ' � o 0 0 0 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING , .. 9 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF 000°000°00000°000°00000°000000000°000°0°0000` H-20 50O GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. °00000 oo°o°o°o°o°o00000000�oo°000°000°000„000 HEALTH AND PERMISSION OBTAINED FROM BOARD 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED OF HEALTH. ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP COMPACTION. (15.221 [2]) CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SYSTEM DESIGN. ( 2 _% SLOPE) (1 _q SLOPE) ( 1 SLOPE) WORK. ASSESSORS MAP 287 PARCEL 81 H-20 H-20 9.2' BOTTOM TH-2 11. ANY UNSUITABLE MATERIAL ENCOUNTERED FOUNDATION- 6' SEPTIC TANK 14' D' BOX 24' LEACHING NO GROUNDWATER FOUND SHALL BE REMOVED 5' BENEATH AND AROUND THE JOHN & MARGARET ALE GARBAGE DISPOSER IS NOT ALLOWED FACILITY PROPOSED LEACHING FACILITY. PLAN BOOK 663 PAGE 42 DEED BOOK 30860 PAGE 152 12. EXISTING LEACHING FACILITY SHALL BE PUMPED EXISTING 5 BEDROOM DWELLING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL AND REMOVED. DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS USE A 440 GPD DESIGN FLOW (PROPOSED 4 BEDROOM) PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: '�-- > � o N82 29,35„W � (10): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.2') SEPTIC TANK: 440 GPD (2) = 880 (1o): REDUCTION IN SETBACK, SEPTIC TANK TO LOT LINE (10' TO 5.2') 1, 1 50.00' \ (1 b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 8.0') USE A 1500 GAL. SEPTIC TANK (1b): REDUCTION IN SETBACK, SEPTIC TANK TO FOUNDATION (10' TO 5.3') 1 HE \25 15.255 (5): REDUCTION IN LATERAL REMOVAL OF UNSUITABLE LEACHING: S MATERIAL (5' TO 1.5') AROUND 1 SIDE OF THE LEACHING ONLY SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD LOT 25 BOTTOM 33.5 x 12.83 (.74) = 318 GPD cri PB 663 PG 42 a CCID5,000 S.F. 1 TOTAL. 615 S.F. 455 GPD_ 0.11 AC. cP ZONING SUMMARY \ _ 2 4 cv USE (3) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND 1 .2' PROPOSED ZONING DISTRICT: RF-1 DISTRICT PORCH MIN. LOT SIZE 43,560 S.F. \S MIN. LOT FRONTAGE 20' \ \ 6 MIN. LOT WIDTH 125' MA \APPROVED DATE BOARD OF HEALTH � MIN. FRONT SETBACK 30'\ PLUMBING TO BE MIN. SIDE SETBACK 15' SRE-ROUTED MIN. REAR SETBACK 15' \`S MAX. BUILDING HEIGHT 30' SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT ' pGP�� �. N o I T o � i o G- EXISTING DWELLING o TOF = 26.5 I0 ' WATER LINE TO BE N N o 3 I o ABANDONED AND T o o -a I w RE-LOCATED. CUT AND10 CAP AT WATER MAIN. \ o o SS -0 3 0 I O \\ 5' REMOVAL OF z" O SS\ T *m I7 UNSUITABLE SOIL REQUIRED 5 3 \ I o 3 I AROUND PERIMETER OF Q O LEACHING FACILITY DOWN 0 \ I TO SUITABLE SOIL LAYER. �� PROP SED REPLACE WITH CLEAN MED. a SAND, TO MEET DRIV COVERED PORCH 4"x4" OAK CURB STOP MARKER SPECIFICATIONS OF 310 _ < I PAINT BLUE' CMR 15.255(3) m I z 3 � PROVIDE 126' OF 40 MIL LINER w I TEST HOLE LOGS [; D CARE SHALL BE TAKEN NOT TO DAMAGE AROUND SAS AS SHOWN. TOP AT ,3' `� 25 WATER SERVICE DURING HOME CONSTRUCTION. co 2' IT IS SUGGESTED TO BURY THE COVER 6 ELEV. 22.0', BOTTOM AT EL. 18.0'f ENGINEER: DANIEL E. GONSALVES, SE #13587 THEN TELESCOPE TO SURFACE ONCE LANDSCAPING 3 IS COMPLETE. SET OAK MARKER 6" CLEAR MIN. BENCHMARK s 8.3 DAVID STANTON, RS " w WITNESS: - 61 CONCRETE BOUND �, S 0 VENT 0 DATE: 1/1 5/1 6 EL. = 25.4' ---- i I PERC. RATE _ < 2 MIN INCH 41 CB N S 1 0' I / CLASS _ ___ SOILS P _ 14926_ WIDE BANDSTAINSTRAPLESS SONESERVICE SADDLE �[ TELESCOPING CAST IRON � FNDHELD �" �ri s ---� TH' HELD CORPORATION COCK MUELLER OR EQ. SERVICE BOX AND COVER z SHORE/SUPPORT S82.29,35„E ELEV. ELEV. (I 10 COMPRESSION) II BUFFALO 94E OR EQUAL SIDEWALK AS NECESSARY �- 1 5 IT E 0 > 243' 0" S 24 2' MAINS WET TAP UNDER FULL PRESSURE ONLY. COMPACTED FILL DJRING SOIL REMOVAL 0.00 "Wm _ N GJ� `� TO PREVENT CAVING n & CAP ---,_ � IU W L ,,� T L A A A =III TRACING WIRE-#12 THHM, SOLID COPPER WAC AT-MAI ---- SIDEwALK OF /LS LS -III- BLUE IN COLOR 10YR 3/2 10YR 3/2 II I_ 11tjS-E # "2 AVE 12 14 III TIT AVE T T B B �I I I-- N IL A CURB STOP HYANNISPORT9 MA �LS �/S I I- III 1" MUELLER OR EQ. 4 21 .0 38 10YR 5/4 - WATER TURN LEFT 40" 10YR 5/ ' " MAIN TO OPEN PREPARED FOR SLEEVE ANY CROSSING UNDER SEWER WITH 2" SCH40 PVC 20' SECTION CENTERED ON SEWER. Scale:1"= 10' C1 C1 18" MIN. VERT. SEPARTION REQ. AT CROSSING, SEE GENERAL NOTE 18 ON SHEET 1. 0RRIS DOMESTIC SERVICES TO BE 1" 200 PSI CTS PLASTIC LINE TO DISTRICT SPECIFICATIONS SLEEVED WHERE REQ. In E.B. N /SiL /S�L 0 5 10 15 20 25 FEET 2.5Y 6/1 2.5Y 6/1 DOMESTIC SERVICES ON SAME SIDE OF STREET AS WATER MAIN SHALL CONSIST OF 8' OF PLASTIC, OR AS ' +,�, + DATE: MARCH 22, 2016 132 13.3' 126' NECESSARY TO HAVE THE CURB STOP INSIDE THE PROPERTY LINE BY 2 FEET, A CORPORATION, CURB STOP, BOX, AND MARKER ',&AAAA �,..,,�'� � _ r , Y 25, 2018 (PORCH ADDITION) DOMESTIC SERVICES ON OPPOSITE SIDE OF STREET AS WATER MAIN SHALL CONSIST OF 33' OF PLASTIC, OR AS w� ,.. � `�, ul-fq�. E 21 , 2018 (ADD VENT NECESSARY TO HAVE THE CURB STOP INSIDE THE PROPERTY LINE BY 2 FEET, A CORPORATION, CURB STOP, BOX, AND MARKER F %�NOFbfgs� �� syr� �` q v 10, 2018 (WATER LINE SIEVE C C2 SLEEVE ANY CROSSING UNDER SEWER WITH 2" SCH40 PVC 20' SECTION CENTERED ON SEWER � L)ANi__L �y DANIELA V�Y. 23, 2018 (LINER,tovCKts (t 30*i+/�Pl'l -� 2 DA NIE�L t/ A, OJALf O ! U ° M/CS M/CS TRACING WIRE SHALL BE INSTALLED AND SPACED 12 INCHES ABOVE AND DIRECTLY ON TOP OF THE PLASTIC TUBING. CARE SHALL BE TAKEN SO CIVIL p THAT THE WIRE DOES NOT COME IN CONTACT WITH THE PLASTIC TUBING. WIRE SHALL BE STRIPPED AND WRAPPED AROUND THE G.C. THREADS OF cs o rlo J $Q \` ;"o 4U n^v No. 4E502 e/ (�j�p. <t 2 2.5Y 6/4 2.5Y 6/4 THE CORPORATION AT THE WATER MAIN WITH ONE ADDITIONAL FOOT OF WIRE LOOSELY TIED TO THE CURB STOP. 40 f� ,e �o `�, FQ 4 ; G/ST �ss� 's�` `� �� off 508-362-4541 �NAL!,+` c �e SSr �� Q fax 508-362-9880 r �I I downcape.com 180 9.3' 180 9 2 WATER SERVICE SECTION ( down cape engineefing, b1C. NO GROUNDWATER ENCOUNTERED NOT TO SCALE "� L.� -,-� civil engineers SUNSUITABLE SOIL land surveyorsDATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE # 18- 16 18-164 EB NORRIS.DWG I NOTES 5� P LEGEND SYSTEM /' I'RO1-ILE 4" SCH40 VENT WITH 1. DATUM IS ASSUMED CONCRETE COVER TO ��/� ALL SYSTEM COMPONENTS SHALL BE -- - 99 EXISTING CONTOUR LTER AS WITHIN 6" GRADE (NOT TO SCALE) MARKED WITH MAGNETIC TAPE OR SHOWNCH ALACHARCOAL I 0 SAS, 2. MUNICIPAL WATER IS EXISTING COMPARABLE MEANS FOR FUTURE LOCATION. SHOWN PLAN' VIEW _ H-20 CAST IRON PROVIDE WATERTIGHT H-20 COVER NO LOW POINTS. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. C, Ook X 99• EXIST. SPOT ELEV. COVERS TO GRADE 2" PEASTONE OR GEOTEXTILE TO WITHIN 6" OF GRADE - 99 - PROPOSED CONTOUR TOP FOUND. EL. 26.5' FILTER ":FABRIC OVER STONE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST Smith [ ] \ 24.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 25.0' UNITS TO BE AASHO H-�Q Jane ti/oston [98.41 PROPOSED SPOT EL. 5. PIPE JOINTS TO BE MADE WATERTIGHT. PRECAST H-20 NOTE: 2" MIN. WALL BLOCKS OR (J TH 1 ' RISERS (TYP.) THICKNESS REQUIRED PRECAST RISERS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE �} TEST HOLE a • 2 4"OSCH40 PVC WITH 310 CMR 15.000 TITLE 5. Y 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H-20 ( ) ' 12" MIN. INT. DIM. 4 (NP') SIDES 22.0' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND � o Locus 2> SLOPE OF GROUND ENDS *22.5 f 1500 GAL H-20 " 10" 14" °�o�o�o� A ° ° ° ° NOT TO BE USED FOR LOT LINE STAKING OR ANY t 21.98' N21 .73 0000 ooEo o°oo � 0000 ° ° ° ° aC u UTILITY POLE TEE SEPTIC TANK TEE ' o ° ��0� O(� E2 E [!I -��0� OTHER PURPOSE. 000000000000 WATERTEST D'BOX o°o°o°o° ��®®�®�0� ® ��0�������� °°°°°°°° vn ° ° ° ° O ° ,. 0000000 ; 0000 g Nantucket GAS BAFFLE ° o 0 0 0 0_ FOR LEVELNESS o �������®� � ��0����0��® o 0 0 0 FIRE HYDRANT o o.� ° ;0000g000 o o 0 0 0 0 0 0 00 8. P1PE`FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Sound � ��0�00�0(��� NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 4' LIQ. LEVEL (ACME OR EQUAL) :' 21 .59' 21 .42' '°o°�°�°� °o°o°o°0 19 0 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF JOO O O O O O O O O O O O O O O O O O O O O'l °°o°o°o°o°o°o°O°°°O00000000°0°0°0°0°0°0°o°000L HEALTH AND PERMISSION OBTAINED FROM BOARD 00°00000°°o„°,,0,,O0o0o000000p000°00o„O,0o000000. _ 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED OF HEALTH. C6" CRUSHED OMPACTION STONE 1OR' MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP 0 CALLING DIGSAFE (1-888-344-7233) AND ° VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SYSTEM DESIGN. ( 2'5% SLOPE) ( 1 % SLOPE) ( 1 q WORK. SLOPE) ASSESSORS MAP 287 PARCEL 81 H-20 H-20 9.2' BOTTOM TH-2 11. ANY UNSUITABLE MATERIAL ENCOUNTERED FOUNDATION- 6' SEPTIC TANK 14' LEACHING NO GROUNDWATER FOUND SHALL`BE REMOVED 5' BENEATH AND AROUND THE JOHN & MARGARET ALE GARBAGE DISPOSER IS NOT ALLOWED D' BOX 24' FACILITY PROPOSED LEACHING FACILITY. PLAN BOOK 663 PAGE 42 DEED BOOK 30860 PAGE 152 EXISTING 5 BEDROOM DWELLING 12. EXISTING LEACHING FACILITY SHALL BE PUMPED *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL AND REMOVED. DESIGN FLOW: 4 BEDROOMS © 110 GPD = 440 GPD UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS USE A 440 GPD DESIGN FLOW (PROPOSED 4 BEDROOM) PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM VARIANCES REQUESTED: - UNDER MAX. FEASIBLE COMPLIANCE 15.405: SEPTIC TANK: 440 GPD (2) = 880 (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.2') (1a): REDUCTION IN SETBACK, SEPTIC TANK TO LOT LINE (10' TO 5.2') USE A 1500 GAL. SEPTIC TANK 1 50.00, (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 8.0') "\ (1b): REDUCTION IN SETBACK, SEPTIC TANK TO FOUNDATION (10' TO 5.3') LEACHING: HE 2S 15.255 (5): REDUCTION IN LATERAL REMOVAL OF UNSUITABLE SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD _ MATERIAL (5' TO 1.5') AROUND 1 SIDE OF THE LEACHING ONLY LOT 25 BOTTOM 33.5 X 12.83 (.74) = 318 GPD co PB 663 PG 42 TOTAL: 615 S.F. 455 GPD ❑ C 5,000 S.F. CID CID0.11 AC. ZD USE (3) H-20 500 GAL. LEACHING CHAMBERS �2`� N ZONING SUMMARY (ACME OR EQUAL) WITH 4' STONE ALL AROUND 1 .2' PROPOSED ,: ZONING DISTRICT: RF-1 DISTRICT PORCH MIN. LOT SIZE 43,560 S.F. 6> MIN. LOT FRONTAGE 20' ❑ MIN. LOT WIDTH 125' MA APPROVED DATE BOARD OF HEALTH MIN. FRONT SETBACK 30' PLUMBING TO BE MIN. SIDE SETBACK 15' RE-ROUTED MIN. REAR SETBACK 15' MAX. BUILDING HEIGHT 30' SITE IS LOCATED WITHIN THE AQUIFER GPS cal PROTECTION OVERLAY DISTRICT � BOG . 1 c• z. r o G EXISTING DWELLING 1� d 2� TOF 26.5 . - 10 WATER LINE TO BE w N 0 3 1 O ABANDONED AND RE-LOCATED. CUT AND �, k 0 0 CAP AT WATER MAIN. I o o 3 to � 1 2' W 0 0 1� 5' REMOVAL OF Z" O 0 �0 1 m UNSUITABLE SOIL REQUIRED _j 5• 0 3- AROUND PERIMETER OF Q d LEACHING FACILITY, DOWN O �' j+! TO SUITABLE SOIL LAYER. w� \ \ �D 1 -c W PROP SED REPLACE WITH CLEAN MED. O SAND, TO MEET a DR IVR1 J 4"X4" OAK CURB STOP MARKER SPECIFICATIONS OF 310 a COVERED PORCH < 1 _;z PAINT BLUE. CMR 15.255(3) 0 m 1 Z / 3 1 TEST HOLE LOGS CARE SHALL BE TAKEN NOT TO DAMAGE PROVIDE 126' OF 40 MIL LINER C 25 rri w WATER SERVICE DURING HOME CONSTRUCTION. AROUND SAS AS SHOWN. TOP AT .3' IT IS SUGGESTED TO BURY THE COVER 6", ELEV. 22.0',1 BOTTOM AT EL. 18.0'f ENGINEER: DANIEL E. GONSALVES, SE #13587 2' THEN TELESCOPE TO SURFACE ONCE LANDSCAPING 3 IS COMPLETE. SET OAK MARKER 6" CLEAR MIN. BENCHMARK 8.3 Lj DAVID STANTON, RS CONCRETE BOUND `n WITNESS: � o /.VENT *0 1 DATE: 1/15/16 EL. = 25.4 PERC. RATE _ < 2 MIN/INCH STAINLESS STEEL C CB N 1 0' 1 / CLASS I SOILS P# 14926 WIDE BAND STRAP ON SERVICE SADDLE FND �� T TELESCOPING CAST IRON O CORPORATION COCK MUELLER OR EQ. SERVICE BOX AND COVER m SHORE/SUPPORT HELD S82. 3 ` ELEV. ELEV. (110 COMPRESSION) BUFFALO 94E OR EQUAL Z SIDEWALK AS NECESSARY 29 35 E \ 1 11 °,. 24.3' ZE 0" 24.2' MAINS WET TAP UNDER FULL PRESSURE ONLY. COMPACTED FILL I DU�ING SOIL REMOVAL 50.00' ,1 - U) T& PREVENT CAVING -� & CAP z�i TITLE A A -III= TRACING WIRE-#12 THHM, SOLID COPPER � • S/DEW / / III= WACIR AT ALK OF LS LS / -.BLUE IN COLOR10YR 3/2 10YR 3/2 -_ 12" 14' #62-III: y, ��� USE TT A LS LS III-'' CURB STOP 1p1 i HYANNISPOOw" R // l 1" MA MUELLER OR EQ. 10YR 5/4 21 0, 38„ 10YR 5/4 -1 WATER TURN LEFT 40" MAIN To OPEN PREPARED FOR / / / SLEEVE ANY CROSSING UNDER SEWER WITH 2" SCH40 PVC 20' SECTION CENTERED ON SEWER. Scale: 1"= 10' 18" MIN. VERT. SEPARTION REQ. AT CROSSING, SEE GENERAL NOTE 18 ON SHEET 1. ��NOFMgSSE.B. NORRIS C1 C1 (H OF Mq� y�� Ac / / DOMESTIC SERVICES TO BE 1" 200 PSI CTS PLASTIC LINE TO DISTRICT SPECIFICATIONS SLEEVED WHERE REQ. 3ak? sq�, A N1111 F Itic /S1 /SiL 0 5 10 15 20 25 FEET` DANIELA. yes A. a DATE: MARCH 22 2016 OJALA a OJALA c 2.5Y 6/1 2.5Y 6/1 DOMESTIC SERVICES ON SAME SIDE OF STREET AS WATER MAIN SHALL CONSIST OF 8' OF PLASTIC, OR AS ` o.40 ' 132 13.3 126 NECESSARY TO HAVE THE CURB STOP INSIDE THE PROPERTY LINE BY 2 FEET, A CORPORATION, CURB STOP, BOX, AND MARKER J No.485 q �� REV.: MAY 25, 2018 (PORCH ADDITION) DOMESTIC SERVICES ON OPPOSITE SIDE OF STREET AS WATER MAIN SHALL CONSIST OF 33' OF PLASTIC, OR AS '��Zj/ ' �•. �' m� , ���k`� lq� s ` � REV.: JUNE 21 , 2018 (ADD VENT) NECESSARY TO HAVE THE CURB STOP INSIDE THE PROPERTY LINE BY 2 FEET, A CORPORATION, CURB STOP, BOX, AND MARKER �-- �C� REV.: ' JULY 10, 2018 (WATER LINE} `� �� REV.: JULY 23, 2018 LINER CovCXts t' fl o�4AFPItWA%-) C C i �� ° OJALA ti SIEVE SLEEVE ANY CROSSING UNDER SEWER WITH 2" SCH40 PVC 20' SECTION CENTERED ON SEWER ;� �;4NILLA. � 2 2 M/CS M/CS TRACING WIRE SHALL BE INSTALLED AND SPACED 12 INCHES ABOVE AND DIRECTLY ON TOP OF THE PLASTIC TUBING. CARE SHALL BE TAKEN SO ,_;; ;• J99 Ch•1IL :y I.i* 11 k4a No.46502 THAT THE WIRE DOES NOT COME IN CONTACT WITH THE PLASTIC TUBING. WIRE SHALL BE STRIPPED AND WRAPPED AROUND THE C.C. THREADS OF I ' �° �4 2.5Y 6/4 2.5Y 6/4 ,� w THE CORPORATION AT THE WATER MAIN WITH ONE ADDITIONAL FOOT OF WIRE LOOSELY TIED TO THE CURB STOP. OFF �c` r:° es- -,t-. off 508-362-4541 ys�oNAL �i�T' °' ✓U II�v �Yy''" a fox 508-362-9880 180 9.3 180 9 2 WATER SERVICE SECTION t do wa cope Wh7eeri ft iftc. NO GROUNDWATER ENCOUNTERED NOT To SCALE " �- -� �� Gp r civil engineers land surveyors UNSUITABLE SOIL DATE DANIEL A. OJALA, P.E., P.L.S. 9,39 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE # , 8- 164 18-164 EB NORRIS.DWG