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HomeMy WebLinkAbout0022 BRIARCLIFF LANE - Health 22 Briarsiif Lane Centerville F A = 208 107 S,/// �RECYCffOCO UPC 10259 NO. H� 163OR Posr.coc+s's HASTINGS. MIN r TOWN OF BARNSTABLE �� o? - lie 7 •L= • � j, ,,� i LOCATION o�02 /3�te.r'�����% 9�•�'1�/�� SEWAGE # ` `ILLAGE Cqn�4,1 elr /44 ASSESSOR'S MAP& LOT A /0 7 INSTALLER'S NAME&PHONE NO. C "c.���Q 'w �Sd Yo2� Soo i� --- r` "I"` SEPTIC TANK CAPACITY /S00 - . /y 00 Co y LEACHING FACILITY: (type) Q-Icj� Ll- (size) 31(o sfc r� NO.OF BEDROOMS / BUILDER OR O PERMTTDATE: COMPLLANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �' Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) ' Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) s� Feet Furnished by Ilea` u 15 R3 3�•� , Ay 6` yo's- o.p (33 34 lo • s �o 31 •'5 7 f5,0 � 33,E 3?%3g w3 r 05 a�'o 14.v _ L7 IT, 0 Cg aa.s No. m7 l9 7 j � "� �f/`-� Fee_ / THE COMMONWEALTH OF MA A $ Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for atgo9al *p5tem Couotructtou Verm t Application for a Permit to Construct O Repair(!✓Upgrade O Abandon O Complete System ❑Individual Components Location Address or Lot No. 2 (jg'qjzC j'Fr L �Gv� 9A Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 'ZO911 0-7 ZZ L Installer's Name,Address,and Tel.No. ex,,,:4 Designer's Name,Address and Tel.No. ��w- 0" 1011,0•dy,- -63 ri3f L'ea./�Rw!(C /Cl�1 02�31. ` �?fl o� �✓f' �lh�� 3bZ��f�'�l i Type of Building: Dwelling No.of Bedrooms Z- Lot Size !Y A, sq.ft. Garbage Grinder ( ) Other Type of Building 4* H.lL No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ZZ® gpd Design flow provided Z ✓ 3 gpd Plan Date `Z ' ?.ova- Number of sheets Revision Date L/-/7— ZfAf. Title Z-2 i32�1¢It•�� �� Size of Septic Tank 2500 Type of S.A.S. 7_s7P/j✓4foa Tir'2v►cin 1s9-r Description of Soil ) p144A Nature of Repairs or Alterations(Answer when applicable) 9a�'�aa " o 71i c p or)7 _1_/ Date last inspected: Agreement: The undersigned agrees to-ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date I" 3 - Zo®,(m Application Approved by � � - Date - 67 Application Disapproved by: Date for the following reasons Permit No. 0P-q-07—)q7 Date Issued `7 I - 27 &A No. . �L(7o / l f 17 1 �� NN Il/J/`(//JF'eeee THE COMMONWEALTH OF M 'Entered in computer:�S�AETTS �% Yes r PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS a t;Ipplitation for �Mp 5al �pgtemc (fongtruction permit - Application for a Permit,to Construct( )-•Repair(Upgrade O Abandon( Complete System ❑Individual Components Location Address or Lot No. Z Z t32,A&e Fj,4,4•4 t /L,,r gq Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel Zn��/,ps '7 Installer's Name,Address,and Tel.No. e44/ /('oo L`C, Designer's Name,Address and Tel.No. ,rY3 ter, &'yze 0,pk.,,+1 y u - Type of Building: r f Dwelling No.of Bedrooms Zi Lot Size y 76 o sq.ft. Garbage Grinder ( ) � . Other Type of Building '-),-A,1.e� No.of Persons Showers( ) Cafeteria-(—) Other Fixtures f Design Flow(min.required) Z ZO gpd Design flow provided ' "'""-_ gpd Plan Date R -Z 7- Zo4�- Number of sheets Revision Date `�`7' 2,00,6 Title ZZ t32«9fc(' F� Size of Septic Tank ZS 00 Type of S.A.S. 7,7�/0 o,-4 TI(e✓n c�i Description of Soil r � ;> Nature of Repairs or Alterations(Answer when applicable) Z•�Uc� riFl wirn(„-� ?"b-i1 ��,r•�r,/� G1n �e Date last inspected: .a A Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date 3 - �d Application Approved by t. - 4 Date y l - 67 Application Disapproved by: 3 ? ' 1 Date for the following reasons Permit No. Pa07--1 LC7 Date Issued L/_ /d - ,,7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (� J,upgraded,e, �1 ) Abandoned( )by 6&o ew<d e C j 16-01,;c S n 1° 1/ v at Z2 l3/.;arc 1,F� P ��f �e/�.!t l( `_ _7- Y Aaslbeen constructed in accordance _ o7 with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 0 07- dated Installer�q Designer E)'t t 11.oe.0 #bedrooms 7-- Approved design flow gpd c#' The issuance of this permit shall not be c nsttruyed as a•gu rantee that the system wil�tip-as d9 ig ed. Date � j /S �(I Inspector V-11 '/f l /r��. 0 VA �. � P: t No. 2-0 G-7 1,(7 Fee V -� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migpogar;*ps;tem Con9truction Permit Permission is hereby granted to Construct ( ) Repair ( � Upgrade (t Abandon ( ) System located at 7.?. _U/,AAC/,IC> GL#nn �.�fU 0/(C and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title and the following local provisions or special conditions. Provided: Cons in st be com leted within three years of the date of this permit.D (�ate _ Approved by I 0—c)7 FROM :down cape engineering inc FAX NO. :15083629890 Jun. 29 2007 09:31AM F1 a Town of Barnstable Regulatory Services Thomas F. Geiler, Director Public Healtb Division uabs¢ Thomas McKean, Director 20(1 Main Street,Hvannis, MA.0260I Office: 509-862-4644 Fax: 506-790-6344 Installer b Desi0erterfification Form Sea-age Permit# Assessor's Map\Parcel D"e s ig,Kn:r: I 0�J r�►21 Installer: Address: . i ' Address: '— W L - V " i' 1 too''? ,� -was issued a permit to install a On (date) installer) septic system at 6/) 4"C based on a design drawn by (addre-. �R. o dated V /9 d� I certify, that the septic system referenced above was installed substantially according to the design. which may include minor approved changes such as lateral. relocation of the distribution box and/or septic tan}:- _ I certify that the septic system referenced above was installed with major changes (i.e. =neater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance unth State & Local Regulations, Plan revision or certified as-built by designer to folio«,_ 0F'M4,ssgc OJALA ( staller's Sign re) chit. No. 30792 .0 / r r ` 90,� SIONAL hNc� (T)esigner's Signature• (Affix Designer's Stamp Here) ELF-ASF RETURN TO BARNSTABLE PUBLIC HTALTN DIVISION. CERTIFICATE OF Lg_IIjFILAANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM ANY) AS-BUILT GIRD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEAL•1-H D1VjSION_ THANK YOU. Q: 1-ieLjj)/Septic/Desiiner Cenification Form 3-26-04.6oc r A Bk 21873 Psr 17 146778 03-23-2007 Q 10= 01 u DEED RESTRICTION WHEREAS,Stephen M.Echteler and David A.Echteler,as Trustees of the Echteler Realty Trust dated August 18, 1992(see Trust Agreement filed with Barnstable County Registry of Deeds in Book 8544,Page 254,as well as Appointment of Trustee dated October 3,2000 and tiled with said Registry in Book 14155,Page 245),c/o Stephen M. Echteler, 110 South Roberts Road,Rosemont,PA 19010,are the owner of property located at 22 Briarcliff Lane, Centerville, in said Barnstable County,more particularly described in a deed dated April 7, 1993 and recorded with said Registry in Book 8544,Page 261. WHEREAS, Stephen M.Echteler and David A.Echteler,as Trustees of the Echteler Realty Trust, as the owner of said property at 22 Briarcliff Lane in Centerville,has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property,is requiring that the agreement for the restriction on the , number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; 4 Bk 21873 Pg 18 #16798 NOW,THEREFORE, Stephen M.Echteler and David A.Echteler,as Trustees of the Echteler Realty Trust,do hereby place the following restriction on the above-referenced land in accordance with the agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: The property at 22 Briarcliff Lane in Centerville may have constructed upon the lot a house containing no more than two(2)bedrooms.Stephen M.Echteler and David A.Echteler, as Trustees of the Echteler Realty Trust,agree that this shall be a permanent deed restriction affecting 22 Briarcliff Lane in Centerville.For title see the deed dated April 7, 1993 and recorded with said Registry in Book 8544,Page 261. Executed as a sealed instrument on this I- day of t'e b6c e,- ,2007. u (L.S.) STE Ely M.ECHTELER,Trustee All"a I AN h r A.E ~TELER,Trustee COMMONWEALTH OF PENNSYLVANIA County of KID'A�*,Kef I,ss: On this 12- day of Fe br u c.,j ,2007,before me,the undersigned notary public,personally appeared STEPHEN M.ECHTELER ❑ personally known to me,or proved to me through satisfactory evidence of identification,which was ❑ (other) to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose. Q, � Notary Public My commission expires:-e - �{ z o b COMMONWEALTH!OF PENNSYLVANIA NOTARIAL SEAL CHRISTOPHER MITCHELL,Notary Pubtic West Chester Boro.,Chester County My Commission Expires February 4,2008 -2- r a Bk 21873 Pg 19 #16798 j f 1 STATE OF NEW HAMPSHIRE County of On this u. day of `\52,E ,2007,before me,the undersigned notary public,personally appeared DAVID A.ECHTELER ❑ personally known to me,or proved to me through satisfactory evidence of identification,which was "' •e,,t (other) '~Y�r.•.„i.: >:. . • to be the person whose name is signed on the preceding or attached document and acknow ed ' "' '•• P gn P g ��;�o signed it voluntarily for its stated purpose. Notary Public : A �•: ie• My commission expires: w p09849d.doc it 7: 4�AMFL.A M.4....::a -3- BARNSTABLE REGISTRY OF DEEDS f Town of Barnstable ttigq. 10� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. May 6, 2006 Ms. Sarah Ojala Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 ReE� �U�arrarces�Granted/= 2�Br�ar�ltff�ae��$Centenrll�e ,� �`� .� qK��2�0� �1t0�7 Dear Ms. Ojala, You are granted variances, on behalf of your client, Henry Echteler, Trustee, to construct a replacement onsite sewage disposal system at 22 Briarcliff Lane, Centerville, Massachusetts. The following variances are granted: 310 CMR 15.211: The soil absorption system will be located five (5)feet away from the property line, in lieu of the minimum ten (10)feet separation distance required. 310 CMR 15.255(5): To remove only two feet of impervious materials surrounding the proposed soil absorption system, in lieu of the minimum five (5) feet lateral removal of impervious soils required. Section 360-1 The soil absorption system will be located 89 feet away from a wetland in lieu of the minimum 100 feet separation distance required. Section 360-1 The septic tank will be located 51 feet away from a wetland in lieu of the minimum 100 feet 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 OjalaEchteler2006 similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) 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. (4) The septic system shall be installed in substantial conformance with the plans dated February 27, 2006 (signed by the engineer March 27, 2006). (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 plans dated February 27, 2006 (signed by the engineer March 27, 2006). These variances are granted because the proposed plan appears to meet the maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sin erely your Wayne iller, M.D. Chair an OjalaEchteler2006 f T DATE: FEE: nA1iNSIABt.E. ' S6&0a� 16'9. �� REC. BY Town of Barnstable �SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rash,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 2-2 a-I`,tz-c-c--t F F L°"�l E C`E 1'`71C--2✓L`� Assessor's Map and Parcel Number: ?!o'er I Size of Lot: Wetlands Within 300 Ft. Yes K Business Name: No Subdivision Name: APPLICANT'S NAME: J A4-4Z t21 sir✓ 5�C—a-I TE.LF-�L- Phone Did the owner of the property authorize you to represent him or her? Yes ?C No PROPERTY OWNER'S NAME CONTACT PERSON Name: F��B�/1-rt L-- EGH-T t�j T2-.3'[-f Name: ',e k Address: t t o So. rZy6RYZTS 6240.1 (2c sF l.�o" - Address: 15-�, Phone: l�PA Phone: 3�'' �-1g5+� �? VARIANCE FROM REGULATION(Lilt Reg.) REASON FOR VARIANCE(May attach if-more space needed) %0 a,. NATURE OF WORK: House Addition ❑00000 House Renovation 0 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 foam 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 Wayne A Miller,M.D. C:\Documents and Settings\Owner\Local Settings\Temporary I ternet Files\Content.IE5\2L7QK3KS\VARIREQ.DOC _ Al"' /&.a4 170* �.51 A9 AP-V 0' 5 pnr 5 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape en jineerint civil engineers& land surveyors structural design March 23, 2006 Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court Barnstable Board of Health Timothy H.Covell, P.L.S. surveys 200 Main Street Hyannis, MA 02601 site planning Re: 22 Briarcliff Lane, Centerville sewage system Dear Board Members: designs The enclosed represents a variance filing for a septic upgrade from an existing cesspool septic system. The following variances are requested: inspections Variances requested under Max. Feasible Compliance 15.405: permits la: Reduction in setback, leaching facility and septic tank to lot line (10' to 5') Under 15.255(5)- Reduction in lateral removal of unsuitable soil (5' to 2') Under Barnstable Article I: Section 360-1: Reduction in setback, leaching facility to wetland (100' to 89') and septic tank to wetland (100' to 51') Due to extreme site constrictions (presence of wetlands) variances are necessary for this 2 bedroom septic system. The leaching facility is placed in the most feasible area on the lot, taking into account the presence of a drain pipe and keeping the leaching facility the furthest distance possible from the wetland. The leaching facility is 5' above adjusted groundwater, which according the the DeFeo &Waite study on Title 5 is a more important factor for treating effluent than maintaining required horizontal setbacks to resource areas_ A reduction in removal of unsuitable soil is requested, again due to site constraints. Bottom area only is utilized, so it is felt that the lesser removal will not compromise the effectiveness of the system. 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 and Town of Barnstable Regulations. Thank you for your consideration. Very truly yo rs, t. Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: I Echteler Variances requested for 22 Briarcliff Lane, Centerville Under Max. Feasible Compliance 15.405: la: Reduction in setback, leaching facility and septic tank to lot line (10' to 5') Under 15.255(5): Reduction in lateral removal of unsuitable soil (5' to 2') Under Barnstable Article I: Section 360-1: Reduction in setback, leaching facility to wetland (100' to 89') and septic tank to wetland (100' to 51') i 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. Timothy H.Covell, P.L.S. land court surveys March 23, 2006 Harry L. Echteler, Trustee site planning Echteler Realtv Trust 110 South Roberts Road sewage system Rosemont, PA 19010 designs Dear Mr. Echteler: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Title 5 Regulations under CINIR 15.000 and Town of permits Barnstable Regulations for the subsurface disposal of sewage for the proposed septic system at 22 Briarcliff Lane, Centerville. The variances requested are as follows: Variances requested under Max. Feasible Compliance 15.405: la: Reduction in setback, leaching facility and septic tank to lot line (10' to 5') Under 15.255(5): Reduction in lateral removal of unsuitable soil (5' to 2') Under Barnstable Article I: Section 360-1: Reduction in setback, leaching facility to wetland (100' to 89') and septic tank to wetland (100' to 51') Said hearing will be held in the Hearing RRoom, South Street Hyannis. April 18, 2006, at 3:00 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 barnboh BEDROOM 1 14' x 13' BEDROOM 2 11' x 14' LIVING ROOM 18' x 13' BATH KITCHEN 0 BRZWAY GARAGE /� 1.74 AL \ 37 o v �►j' ' 7�►� 44 �9Pc tp �o fb ��,>" • G >ti S2AG 4r p G r 3P-1 38-2 .46AC .54AG 0 t. ,( r• '0e ��?�, ���"° ''dam '1. 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Val • P PREPARED UNDER TWE OQECTION OF THE SCALE r.Rw' BARNSTABLE BOARD OF ASSESSORS AVIS AIRMAP INC. 1'65 YAS#ACNUSETTS CONNECTR•UT ` 'A- 20� 4= f December 17, 2005 110 South Roberts Road Rosemont, PA 19010 echtelergmindspring_com 610-519-0656 To Whom It May Concern, The property located at 22 Briar Cliff Lane in Centerville, MA 02632, in Barnstable County, is owned as part of the Harry L. Echteler Trust. As executor of this trust,I Stephen M. Echteler authorize Down Cape Engineering to represent me in any hearings before the local government,to obtain licenses, variances or any other documents necessary in the design of a new septic system. If you have any questions or concerns, please contact me at the above address and phone. Thank you for your assistance in this matter. Sincerely yours, t Step n M. Echteler ABUTTERS LIST FOR MAP 208 PARCEL 107 MAP 208 PARCEL 108 Robert &t Rita Jones 65 Pinewood Road Hyannis, MA 02601 MAP 209 PARCEL 002 Stephen James Davis 197 Main Street Centerville, MA 02632 MAP 208 PARCEL 106 Adele R. Barraro 18 Briarcliff Lane Centerville, MA 02632 MAP 208 PARCEL 105 Ernest Ft Dianna Bovi 14 Briarcliff Lane Centerville, MA 02632 MAP 208 PARCEL 112 Kenneth Krikorian Dianne Chakarian Box 504 Centerville, MA 02632 MAP 208 PARCEL 111 Patricia Murphy 33 Briarcliff Lane Centerville, MA 02632 �r TOWN OF BARNSTABLE LOCATION ��, —��F /�, n� SEWAGE # -VILLAGE C�i tJ T�L �ASSESSOR'S MAP & LOT O INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge(!,If Wetland and Leaching Facility(If any wetlands exist within 300 fee Zofleaching facility) Feet Furnished by t6 �06 T )'u nm,[ 0j�0/ I p ag �� �� COMMONWEALTH OF MASSACHUSETTS u EXEC.UTIVE OFFICE OF ENVIRONMENTAL AFFAIRS t DEPARTMENT OF,ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION.FORM-NOT FOR VOLUNTARYASSESSMhrNTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION PA `�-_ • MAP Property Address:. �. ),09 Owner's Name: Owner's Addre : icy Date of Inspection: . Z//-p / Name of Inspector: (please print) I �-`�'a Company Name ,t 1�.I�Zcn , Mailing Address: Telephone Number: , -77 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information.reported below is true, accurate and complete..as of the,time of the inspection.The inspection.was performed based on niy training and experience in the proper function and maintenance of.on site sewage disposal,systems.I atu a DEP approved system inspector pursuant to Section 15.340 of Title 5(31:0 CMR 15.000). The system: Passes Conditionally Passes eeds.Further Evaluation by the Local Approving Authority. Fai l� // i Inspector'.s Signature: Date: /Ida The system inspector shall submit a copy of this inspection report to.the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is=a shared system or has a design flow of 10,000 gpd or greater;the inspector and the system,owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approvi.og authority. Notes'and Comments ****This report only describes conditions at the time of inspectiowand under the conditions of use at that time.' This inspection does not address how the system will:perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of I I OFFICIAL.INSPECTIOMFORM—NOT FOR VOLUNTARY ASS] SS'M.ENTS SUBSURFACE'SEWAGE DISPOSAL SYSTEM INSPECTION FORM N. TA CERTIFICA- ION (continued) Property Address: 00 ,4 Owner: J Date of pee'tion: Inspection S'iiinmary; Check A,B;C D or P/ALW'A S`complete all of Sectiorfl) A. System Passes: I have not found any'information wliicli indicates hat`any of the faifure'criteria`described-in"310 CMR" 15.303 or in 310 CMk 15.304 exist.Any.failure criteria n�t evaluated are indicated below. Comments: B. System Conditionally Passes: One-or more system components as described in tl a"Conditionai.Pass"section need to be replaced or repaired.The system,upon completion of the replacemeni or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND).in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old*'or,,he septic tank'(whetTrer metal or not) is structurally unsound,exliibits substantial infiltration•or exfiltration or tank failure is iniininent. System will pass inspection if the existing tank is replaced with a complying septic tank roved by the Board ofH.ealth. *A metal septic tank will pass inspection if it is structural ry sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is availa2.. ND explain: _. Observation of.sewage backup or break out or hi- static..water level in the distribution box due to broken or obstructed.pipe(s)or due to a broken-,settled or uneven distribution box. System will pass inspection if(with . approval of Board of Health): broken pipe(s)are replaced obstruction Is remov d distribution box is le�eied or.replaced ND explain: The system.required pumping more than'4 times a year due to broken or obstructed pipe(s).The system will pass inspection.if(with approval of the.Board of Health):. broken pipe(s)are replaced obstruction-is remover ND'explain: V Page 3 of 1'1 OFFICIAL INSPECTION FORM - NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE.SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION;(continued). Property Address: �l Owner: Date of li ection: q K j 7p I C. Further Evaluation is Required by the Board of Health: Conditions.exist which.require further evaluation-by the Board of Health in order to determine if the system' is failing to protect public health, safety or the enviromnent. 1. . Syste•rn.will pass unless Board of 11ealth ftlern aes in accordance N,nith 310 CMR 15.303(1)(b.)ahat the system is not functioning in a manner which.will protect public health,safety and the environment: _ Cesspool or privy is.within 50 feet of a.:surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any)determines that the system is,functioning in a.manner that protects the.public Itealth,safety and environment: _ The system lias a septic tank.and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or:tributary.to a surface.water supply. The system has a septic tank.and SAS and the SAS is withiii.a Zone I of a public water supply. _ The system has a septic tank and SAS and the SAS is 50 feet of a private.water supply well. _ The systeni.has a septic.tank and.SAS and the SAS is less than.100,feet but 50 feet or more from a private water supply well", Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic coin pounds indicates that die Weil iS freC ion,pollution,l Giii that faculty and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided-that no other failure criteria are triggered. A,copy of the analysis must be attached to this form. 3. Other: 3. 1 Page 4 of H OFFICIAL.INSPFCTION FORM NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SE WAGE,"DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: � ✓ `� Owner: Date of 1 ection: D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"weach``of 664ollowing for all inspections: Yee/ No Backup of.sewage into.,facility or system component due to overloaded or clogged SAS or cesspool _ Discharge or ponding of effluent to the-surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloadecl.or clogged SAS or cesspool _ Liquid depth in cesspool is less than 6"below invert or available volume is less than 'h day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number / of times pumped J Any portion of the SAS, cesspool or privy:is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface l water.supply. +� Any portion of a.cesspool%gr privy is within a Zone 1 of a public well. _ Any portion of a cesspool or privy is within 50.feet of a private water supply well. Any portion of cesspool or.privy is less than 100 feet but:greater than 50 feet from a private water supply well-with no acceptable water quality analysis. f This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform.bacteria and volatile organic compounds' indicates that the well is free from pollution from that facility and the..presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy`of the analysis must be attached to this form:] (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR:15,303,the'refore.the system fails.The'system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large.'systeinthe syste'm must serven facility with a'design flow of 10'.000 god to:15,000 . god. You-musf,indicate either"yes"or"no"to each of the following: (The following criteria apply to large.systems in addition to the criteria above] yes no _ the system is.within 400 feet of a surface drinking water supply T the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above'the large system has failed. The owner or operator of any large system considered a significant'threat under Section E or failed under Section D shall upgradethe.system.in accordance with 310 CMR 15.304..The-system owner should contact the appropriate regional office of the'Department. 4 Page 5 of II . OFFICIAL INSPECTION FORM-NOT 1+OR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE llISPOSAL SYSTEM INSPECTIONFORM 'PAAr B CIILCIMIST Property Address: e4uv, Owner: ° Date of I Jection: Check if the following have been done.You ntust indicate"yes"or((no"as to each of the following: Yes No Pumping.iuform.atigrt.was provided:by the owner, occupant,.or:l3oard of Health t/'Were.any of the system components pumped out in the previous two weeks V Has the system received normal flows in the previous two week period? +'Have large.volumes.of water been introduced to the system recently or as part of this-inspection? Were as built plans of the system obtained and examined?(If,they were not available note as N/A) _ Was the facility.or dwelling inspected for.signs of sewage backup Was the site inspected for signs of break out? �✓ _ Were all system components,excluding the.SAS, located on site.? Were the septic tank manholes uncovered,.opened; and the interior of the tank inspected for the condition of the baffles or tees,material of construction, dimensions,depth of.liquid, depth.of sludge and depth of scum? Was.the facility owner(and occupants if.different Irom.owner).provided witli.information on the proper maintenance of subsurface sewage disposal.systems? The size and location of the Soil Absorption System-(SAS)on the site.has been determined based on: Yes no _ZExisting.information. For example, a plan.at the Board of Health. Determined in the field(if any of the failure criteria related,to Part C is at issue.approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] 5 Page 6 of 11 OFr41 IAUJNSPTCTION.yORM . NOT TQR VOLUNTARY°AMSSMENTS . SUBSURrACL' STWAIGE:DISPOSAL S'YSrtEM INSPECTION`.I!ORM PART C - SYSTEM .I.4 RMATION Property Address: ,.a< -rjj2z ,. J � Owner: Date of i1i pection: YZ 4 d FLOW CONDITIONS RESIDENTIAL, . Number of be rooms(design):;. ' Number of.bedrooms(actual):. c DESIGN flow based'on'310 CMR 15.203 (for example: 11:0'gpcl x# ofisedrooms):-0 )-O Niiinber of current residents: k• Does residence.'liave.a garbage grinder(yes or no): . ay- Is laundry on a separate sewage system (yes or no),. f yes§eparate inspection required] Laundry system inspected(yes 6r no):�,dW Seasonal use: (yes or no):� Water teeter readings, if av ' able(last 2,years usage(gpd)): Sump pump(yes or no Last date of occupancy:.._M aa&xa ew � t C0MMERCL VI_/INDUSTRrAL,_4t&— Type of establkh rent: 'Design flow Oased on 310'CMR,.15.263): gpti Basis of design flow(§eats/pei•sorrs/sgft,ete;): . .. „ Grease trap present(yes or no):— Industrial waste.holding tank present,(yes or no):_ Non-sanitary waste discharged to the3i.ttle 5 system (yes or no):-_ Water meter readings, if available: Last date of occupancy/use: - OTHER(describe): GENERAL INFORMATION Pumping Records - Source of information:, Was system-plumped as Part of the inspect .(yes or rj l If yes, volume pumped: gallons:--ITow.was quantity pumped determined? Reason'for,pumping: . TYPE OF SY.STE ^'Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool _'Privy _Shared system.(yes or no)(if yes,attach previous inspection records, if any) Innovative/Alternative.technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy:of the DEP:approval _iz/0tl &'(describe)__7j�¢j- � - .-a-a A roximate age of all components, date installed(if known)and source of information; Were:sewage odors•detected wlien arriving at the.site(yes'or no): --� Page 7 of 11 OFFICIAL INSPECTION FORM=NOT FOR:VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORK PART C SYSTEM INFO101A1:ION.(continued) Property Address:,DO. 7 OHuer: `, Date of nspection: BUILDING SEWER(locate on site plan)�. Depth below grade: Materials of construction:_cast iron 40 PVC_other(explain): Distance from private.water supply well or suction line: Comments(on condition of joints, venting, evidence of leakage,etc.): SEPTIC.TANKfocate on site plan) Depth below grade: Material of construction:._concrete_metal_fiberglass polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):^(attach a copy of certificate) Dimensions: Sludge depth: Distance fi-om top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance,fromtottoin of scum to bottom of otftlettee or baffle'. How were dimensions determined: Continents(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): GREASE TRAt.,&O fcate.on.site plan) Depth below grade:_ Material of construction: . concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance fi•om bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, uilet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage; etc.): Page 8 of 11 OFFICIAL;INSPECTION FORM='NOT FOR VOLUNTARY-ASStSSMENTS SUBSURFACE 51JWAGr DISPOSAIJ SYSTEM INSPECTION FORM .PART C SYSTrM+ °INFORMATION"continued � Property Address: QQ0V'S�WAI e A Owner. Date of spection: TIGHT or HOLDING TANK tank must be pumped at time of inspection)(locate on site plan) Depth below grade: . Material of construction: concrete.. :metal fiberglass polyethylene other(explain): Dimensions:' Capacity: gallons _Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX:` fifpresent must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): PUMP CHAMBER: ocate on site plan). Pumps in working order(yes or no): Alarms in,working order(yes or no):. Comments(note condition of pump chamber, condition of pumps and appurtenances,etc.) 8 . Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM:INFORMATION(continued) Property Address: �uG/hQ. Owner: Al !✓ Date of 1 pection:~ ��/>/p/ SOIL ABSORPTION SYSTEM (SAS):__k,�-flocate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: ,/overflow cesspool,number: innovative/alternative system Typehiame of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc): CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth'—top of liquid to inlet invert: Depth of solids layer: C-o" Depth of scum layer: Dimensions of cesspool: C, Materials of construction: ''x o— Indication of groundwater inflow(yes or no): �. Comments(note condition of soil,signs of hydraulic failure level of ponding,condition of ve tation,etc.): ;a a, /Dco LtJ - y _ PRIVY: (locate on site plan) Materials of construction:. Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding;condition of vegetation, etc.): 9 Page 10 of I I OFFICIAL INSPECTION FORM=-NO,T FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE'DISPOSAL SYSTEM:INSPECTION FORM PART C . SYSTEM INFORMATION(continued) Property Address: Q� 6yn,? e� �&19 Q Owner: Date of spection: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet. Locate where public water supply enters the building. 2g 517 37 '6 10 Page I I of 11 OFFICIAL INSPECTION F ORM—NOT FOR VOLUNTARY ASSESSMENTS SUIISURFACK SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C _ SYSTEM M INFORMATION'(continued) Property Address: i 41y.(- J Owner• Date of I i ection: i� / SITE EXAM Slope Surface water Check cellar. Shallow wells Estimated depth to ground water q feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked.with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database=explain: You njust describe how you esta.blished-the high ground water elevation: o . 11 hgj[ 'T 3 ' Permit Number: Date: Completed by: Yli1;4 /t, HIGH GROUND-WATER LEVEL COMPUTATION 5 Site Location: 7, I&I /9 Lot No. Owner: Address: Z Contractor: Address: ��" ltc5�✓Y�� /✓ /��,��� x ; Notes: STEP 1 Measure depth to water table to nearest 1/1 Q ft. ................. .Date month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OAppropriate index well.................................................... t'I/�✓�9 10 OB Water-level range zone ..................................................... STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ........................... month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment ..........................................................:............................... STEP 5 Estimate depth to high water by subtracting the.water- level adjustment (STEP 4) from measured depth to water levelat site (STEP 1) ............................................................................................................. 7 l Figure 13.--Reproducible computation form. 15 ....... .......... Z. C7 hd) UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box• I Down Cape Engineering, Inc. 9 Main St. —Suite C Wr;Zhi Port. MA 02675 IFIt!)s!j!Ilif!!jllifli)i!3!itl4ii�tlE!)Iiif#llliil}###!t#)!ii SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A signs Item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. Printed Name) D e of livery ■ Attach this card to the back of the mailpiece, D or on the front if space permits. D. Is delivery address different from it 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No 1-01Y4 wolw Jr. & SServcType Erbertified Mail ❑Express Mail a ❑Registered ❑Return Receipt for Merchandise oeZ6Ql ❑Insured M211. ❑C.O.D. 4. Restricted Delivery?(Extra FeO ❑Yes 2. Article Number i ;t.7023 226' .0004 '5872 '1816 ` (Fransfer from t 1 s. i f + PS Form 3811,February 2004 Domestic Return Receipt ��/- i02595-024-1540 UNITED $TATEVV FV-- 'M�i.'A t 5 340, MAR 2,006� P?411- I .......... - • Sender: Please print your name, address, and ZIP+4 in this box• Down Cape Engineering, Inc. 939 Main St. — Suite C i a9rmouth Port, MA 02675 i I I i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY i ■ Complete items 1,2,and 3.Also complete A. Sig ture i item 4 if Restricted Delivery is desired. ❑Agent" ■ Print your name and address on the reverse X- ❑Addressee so that we can return the card to you. B. Received by(Printed e) C. Dat of D livery ■ Attach this card to the back of the mailpiece, J? d G or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1: Article Addressed to: If YES,enter delivery address below: ❑No ' 11� " "` / d , 3. Se " TYpe Certified Mail ❑Express Mail ❑Registered_ ❑Return Receipt for Merchandise O C� ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number �. 7003 2260 .0004 5872 1823 (Fransfer from service IaG z .F: i PS Form 3811,February 2004 Domestic Return Receipt ��� Q 102595-02-M-1540 UNITED STA y kl.RLFWCEi i fA� ," �, Pa • Sender: Please print your name, address, and ZIP+4 in this box • .Down Cape Engineering, Inc. U9rMoUth 39 Attain St. -- Suite C Port, MA 0267; till 111tititii11111111111 Milli 11111111111f 1t111ttltlttttlt#1 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. sign re /� Item 4 if Restricted Delivery is desired. /U� ❑Agent ■ Print your name and address on the reverse X 4 —❑Addressee so that we can return the card to you. eceived by(Printed-Name) C;Date of Delivery • Attach this card to the back of the mailpiece, L or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: It YES,enter delivery address.below: ❑No dV,� u ( yti �00 oe-j G� �0) & SServii Type G,�(/r I/ e 8'Certified Mail Tess Mail Uc� ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail. ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2., Article Number `17003 ..2260 .0004 5872 1847 (transfer from service/abed I :i 3. °11 PS Form 3811,February 2604 Domestic Return Receipt G p 10259"2-M1540,1 UNITED STATE `s';'iT � 4.f� al +rt.;s��,«�.;..�,�+:_ '..s.-.,�•s3.>. "=7:•"�v� ;a ,a ,< ��"".� L�..c �FtT}j.��0 <'=,v'+' • Sender: Please print your name, address, and ZIP+4 in this box • I I I II Down Cape Engineering, Inc. 939 Main St. — Suite C 'Tarmouth Port, MA. 0267.5 i i i i i COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X 07 ❑Agent ■ Print your name and address on the reverse a�G ❑Addressee so that we can return the card to you. B. Received by(Printed Name) Datejof De very ■ Attach this card to the back of the maiipiece, or on the front if space permits. 3 3b �' D. Is delivery address different from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No _ 3. S�ervl�Type � / ✓ E3 Register Mail ❑ExpreReturns Mail l�/'ems✓ � l(�' /"/� ❑Registered ❑Return Receipt for Merchandise O ❑Insured Mail ❑C.O.D. cX�tJ 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article.Number(riansferfrom service taJ iii: h7 0 0 3 k 2 2 6 0 iQ 0 4;i 5 8 7 2 1809 j i; I PS Form 3811,:February 2004 Domestic Return Receipt f 102595-02-M-1540 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• Dorn Cape Engineering, Inc. 939 Main St. — Suite C- i �arMouth Port. MA 02675 i I I l 4 I SENDER: • •N COMPLETE T141S SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑ gent ■ Print your name and address on the reverse X ddressee so that we can return the card to you. B. Received by(Printed Name) C.&'l ery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1 ❑Yes i. Article Addressed to: If YES,enter delivery address below: ❑No 3. Servic Type 0 Registered Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail O C.O.D. 4: Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7Qp3 226Q QpO4 5872 183Q � r (Transfer from service labe¢ PS Form 3811,.February 2004 Domestic Return Receipt �'� �� 102595 o2-M-1540 UNITED STATES POS1' '�`� 1� �0.1� i� it�;l� �j ; ! 'rtir� Y, Alt-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I Down Cape Engineering, Inc. I 939 Main St. —Suite C Iyarmouth Port, MA 0267.5 � I I I � I c SECTIONrSENDER- COMPLETE THIS •MPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si na item 4 if Restricted Delivery is desiied. ❑Agent ■ Print your name and address on the reverse X 0 Addressee so that we can return the bard to you. B. R ived " ( Namej C. D e of elivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery add different from item t Yes e � 1: Article Addressed to: If YES,enter delivery address below: ❑No �n A� 3. �SServii Type / C3 .tifled Mail ❑Express Mail v) l lel AI A ❑Registered. ❑Retum Receipt for Merchandise 0 ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer fromservlcetabeQ 1 7003= 2260 0004 5872 1854 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 SYSTEM PROFILE TEST HOLE LOGS 3 TOP FNDN. AT EL. 24.2' (NOT TO SCALE) ACCESS COVER TO WITHIN 6" OF F's�. GRADE PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: RICK JUDD, RS / A.H. OJALA, PE v LOCUS 22,5' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 23.9' WITNESS: DAVID STANTON, RS / D. DESMARAIS, RS �^ i � DATE: 3/22/02 / �0/o5/os i * RUN PIPE LEVEL FOR FIRST 2' 2" DOUBLE WASHED PEASTONE PERC. RATE = < 2 MIN/INCH I i PROPOSED 2500 10,199 i ST/PC COMBINATION +, T0EE0 oS 23.1 CLASS I SOILS P# 11,092 19.75 H-10 10 SEE DETAIL /11 22.74' WATERPROOF 22.91' II 22.68' o I 'MIN .._ ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL o0Q 0 0.58' [ c r COMPACTION. (15.221 [21) 00250 � o0 22.1' „ 4 ELEV., „ �/ 20.9' DEPTH OF FLOW = 4 O 20.9 O Q 1 TEE SIZES: " ( 1 % SLOPE) ( % SLOPE) INLET DEPTH 10 3/4" TO 1 1/2„ DOUBLE WASHED STONE FILL FILL „ LOCATION MAP NTS OUTLET DEPTH = 14 5 32" 36" FOUNDATION -- 10, SEPTIC TANK PUMP 58 Do BOX 81 LEACHINGFACILITY Bw AB *THE INSTALLER SHALL VERIFY THE CHAMBER USE ADJUST LS ASSESSORS MAP 208 PARCEL 107 LOCATIONS OF,ALL UTILITIES AND ALL ED WATER AT ELEV. 17.1' BUILDING SEWER OUTLETS AND ELEVATIONS LMS 42,, 10YR 4/3 . PRIOR TO INSTALLING ANY PORTION OF GROUNDWATER ADJ. DATA: SEPTIC SYSTEM „50 7.5YR 4/6 16.7' B WELL: MIW 29 - ZONE: C NOTE 330 GAL RESERVE LOW AND SEED LS ADJ: 3.3' PROVIDED IN PC EL.?�9' - EL.23.1' C 6 ARM AND CONTROL PANEL 1°--a 10YR 5/ VARIANCES REQUESTED UNDER MAX. FEASIBLE ALARM BE INSTALLED INSIDE WOVEN GEOTEXTILE FABRIC PERC 50" 16.7 COMPLIANCE 15.405; f + � . HGT. "Mra 1a: REDUCTION IN SETBACK, SAS & ST TO BUILDING. ALARM TO BE ON INV. IN 19.75' (MIRAFI) USED AS TIEBACK . -..»•- FROM 1 To 2 LCS' r SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE "'.: 'r - (; LOT LINE (10' TO.5'); PT 1 x 6 BULLNOSE DECKING +': j 15.255(5): REDUCTION IN LATERAL REMOVAL PE TO DRAIN BACK TO PC WITH MIRAFI ATTACHED BY 3 SCREWS ;,�': .,L �t PERC 14" TEE SLO MCS OF UNSUITABLE SOIL (5' TO 2') FLOAT SWITCH ALARM ON WEEP HOLE AT 16" CENTERS ;• . • MIN. ~: " & GRAVEL UNDER BARNSTABLE ARTICLE SETTINGS. 150o GAL ��, ::.�: 85 oes WATER 13.8 PUMP-0N CHECK VALVE �• STAGGERED SPIKES � � = ti,• •�=:�•� SECTION 360-1: REDUCTION IN SETBACK, SAS " 6' T IS SIDE 40 MIL----' 85" OBS WATER 13.8 TO WETLAND (100' TO 89') AND SEPTIC TANK 12 WORKING RANGE MYERS SRM 4 POLY BARRIER TO WETLAND (100' TO 51') 12' ^ 6.1 1/4" SUBMERSIBLE 4/10 HP PUMP SECTION VIEW •.•:' 1 OYR 6/4 PUMP OFF 1.58' : SYSTEM (OR EQUAL) 6" x 6' P.T. LANDSC/PE TIE KNEE WALL 12" 24" HIGH 6" DEEP poop 00 00 000o NOT TO SCALE 10YR 6/4 s BAFFLE 110 11.7' 144" 8.9' GAS - �,� NOTES: 2500 GAL. SEPTIC TANK PUMP CHAMBER COMBINATION TM (NOT TO SCALE) ASSUMED SEPTIC DESIGN: GARBAGE DISPOSER Is NOT ALLOWED 1. DATUM IS WATERPROOF WATERTIGHT ' / . 2 110 220 MUNICIPAL WATER IS EXISTING 2 - DESIGN FLOW. BEDROOMS ( GPD) GPD 2. MUNIC P USE A 220 GPD DESIGN FLOW* 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. .p- _ 10 6` SEPTIC TANK: 220 2 440 4._DFSIGN LOADING :FOR ALL PRECAST UNITS TO BE AASHO H _ O BENCHMARK: USE MAG NAIL rLcj 'J Q' GPD -) 1 � AT ELEVATION 20.0 ' ' +I9,65 , USE. SEPTIC TANK/PUMP .CHAMBER COMBINATION 5. PIPE JOINTS TO BE MADE WATERTIGHT. �, SEE DETAIL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ( )�-v,so ENVIRONMENTAL CODE TITLE V.LEACHING: 3 � •S � 7. THIS PLAN. IS FOR PROPOSED SEPTIC SYSTEM, ONLY AND IS NOT o- N/A TO BE USED FOR ANY OTHER PURPOSE. LOT 8A SIDES: 14,760 SFf _ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4„ PVC. I AREA = 316 SF (.74) = 233 i BOTTOM: PER PLAN SAS DI MENSIONS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 1. 20' i ; TOTAL: : 316 S.F. 233 GPD INSPECTION BY BOARD OF HEALTH AND .PERMISSION. OBTAINED f +17.70 FROM BOARD OF HEALTH. 1:03 ��, 5.18 ;USE 6 STANDARD INFILTRATORS IN CONFIGURATION REMOVAL OF UNSUITABLE SOIL 20,1 N .fl REQUIRED AROUND PERIMETER �' rn ` / 'SHOWN SEE FIELD DIMENSIONS AT LEFT) 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM OF SAS (2.3' HORIZONTALLY). /� / ( 11. WETLAND FLAGGED BY HAMLYN CONSULTING d EQ REPLACE WITH CLEAN MED. ) / v // 22 �`'� ` SAND. *•20 3 G / *2 BEDROOM DEED RESTRICTION IS REQUIRED 22.1 , q//1/q C OHO / LEGEND TITLE 5 SITE PLAN +� I c i EXIST. F F 100.0 PROPOSED SPOT ELEVATION OF 22, B R ( A R C L I fLANE ca / DWELL 45 5 e NT // 17 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: *20 57 23.42 TOP FNDN = ' 24.2 NTE''RV ' 3.74 2 ,1 17.1 PROPOSED CONTOUR ( C ILLE) BARNSTABLE -�20,62 / 100 -o OP. ORK 100 EXISTING CONTOUR PREPARED FOR: JACQU ELI N E ECHTELER 3.98 L MIT L NE � Cv 0 tv � 20 0 20 40 60 , O +20.82"�- - 1 I GARAGE 4. 81 HEALTH � 23.9 C , 'k16.6 � BOARD OF APPROVED DATE MA SCALE: 1,. = 20' DATE: FEBRUARY 27, 2006 U rL Q 0.19 .� l9 �� - .6.15 BOUYANCY CALCS: "�'21�1 }-23,5 No I' WGT,:OF ,2500 GAL. ST = 22,5FD LBS off 508-362-4541 i fax 508 362-9880 1 .68 . _x 6.3' x 62.4 = 1;,'5,540 LBS yfH OF/a�sS� ZN OF MgSs9 1 UP (OKAY) I o�� Oy <�� Oy 139.68 down cape engineering, Inc. �� Ao ALA A HNE I-21.40 21,97 '� 1 0 +22.20 CIVIL � OJALA y CIVIL ENGINEERS A No. 30792 No.26348 LANDSCAPE TIE RETAINING WALL. �p''F r B TE�ko�k l�O� s aQ PROP, LA LAND SURVEYORS. TOP AT ELEV. 23.1' (SEE DETAIL) AS WITH CHARCOAL PROVIDE VENT FOR S 20.11 / - FILTER AND BUGSCREEN (FINAL 939 main St. yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE P ACEMEN T WITH HOMEOW NER ,/ L O2- O`t3 CONSULTATION) TOP FNDN. AT EL. 24.2' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN o ACCESS COVER (WATERTIGHT) TO 16" OF FINISH GRADE ENGINEER: RICK JUDD, RS / A.H. OJALA, PE 22.5 MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM > Locus 23.9' WITNESS: DAVID STANTON, RS / D. DESMARAIS, RSRUN PIPE m * DATE: 3/22/02 / 10/05/05 -i- �~ ape FOR FIRST 2' q PROPOSED 2500 2" DOUBLE WASHED PEASTONE PERC. RATE _ < 2 MINANCH ST/PC COMBINATION 19.75' H-10 19.50' ITEE 23.1' CLASS I SOILS P� i�,os2 SEE DETAIL o WATERPROOF 22.91' 22.74 �o �o MIN o 22.68 o ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL go 0.58' COMPACTION. (15.221 [2]) 99oo oog'o 22.1 0 0 4 ELEV. Q P i aP DEPTH OF FLOW = `" ( 1 % SLOPE) 20.9' 20.9' �� � TEE SIZES: ( 1 % SLOPE) INLET DEPTH = 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE FILL FILL OUTLET DEPTH = 14" 5' LOCATION MAP NTS FOUNDATION 10' SEPTIC TANK PUMP 58' D' BOX 8' LEACHING 32" 36 *THE INSTALLER ALLSHALL E VERIFY ANTHE D ALL CHAMBER FACILITY BW L B BUILDING SEWER OUTLETS AND ELEVATIONS USE ADJUSTED WATER AT ELEV. 17.1 ASSESSORS MAP 208 PARCEL 107 PRIOR TO INSTALLING ANY PORTION OF LMS 10YR 4/3 SEPTIC SYSTEM 42' GROUNDWATER ADJ. DATA: >. 7.5YR 4/6 WELL: MIW 29 50 16.7' B ZONE: C NOTE: >600 GAL. RESERVE LOAM AND 8® PROVIDED IN PC EL.c3,9' -4 LS ADJ: 3.3' ALARM AND CONTROL PANEL _ EL.23.1' C TO BE INSTALLED INSIDE i �-4' 1OYR 5/6 BUILDING. ALARM TO BE ON INV. IN 19.75' WOVEN GEOTEXTILE FABRIC PERC VARIANCES REQUESTED UNDER MAX. FEASIBLE SEPARATE CIRCUIT FROM PUMP (MIRAFI) USED AS TIEBACK `�:,ry_'; „Gr. VARIES 50" 16.7' COMPLIANCE 15.405: FROM 1' To 2' la: REDUCTION IN SETBACK, SAS & ST TO 2" PRESSURE LINE -,' L C LOT LINE (10' TO 5'); 14" TEE SLOPE TO DRAIN BACK TO PC PT 1 x 6 BULLNOSE DECKING :.�•�,.";'- WITH MIRAFI ATTACHED BY 3" SCREWS 15.255(5): REDUCTION IN LATERAL REMOVAL FLOAT SWITCH ALARM ON AT 16" CENTERS PERC MCS WEEP HOLE :._�,•.: ti OF UNSUITABLE SOIL (5' TO 2') SETTINGS: 1500 GAL. MIN. .2lX6tf,t:' . PUMP ON CHECK VALVE '~ 85" OBS WATER 13.8' & GRAVEL UNDER BARNSTABLE ARTICLE I 6' THIS SIDE STAGGERED SPIKES EL.19.1' Y:=. ' 4" WORKING RANGE OF BAFFLE `,`'; ,� ' MYERS SRM 4 40 MIL SECTION 360-1: REDUCTION IN SETBACK, SAS 4' POLY BARRIER . . .= : 85 OBS WATER 13.8 TO WETLAND (100' TO 89') AND SEPTIC TANK 6'8" SUBMER IBLE 4/10)HP PUMP SECTION VIEW = `�� ` lOYR 6/4 TO WETLAND (100' TO 51') PUMP OFF 12' SYSTEM OR EQUAL 6" x 6' P.T. LANDSCAP.= TIE KNEE WALL 12" - 24" HIGH 6" DEEP 4 DOSES PER DAY, AT 55 GAL. PER o�oo moo mo77.6" NOT TO SCALE DOSE (4" WORKING RANGE) 1OYR 6/4 GAS FFLE 110" 11.7' 144" 8.9' BAFFLE NOTES: 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION (NOT TO SCALE) SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) DESIGN FLOW: 2_ BEDROOMS (110 GPD) = 220 GPD 1 . DATUM IS ASSUMED WATERPROOF/WATERTIGHT USE A 220 GPD DESIGN FLOW SEPTIC TANK: 290 r pr) ( 2 \ -- 440 2. MUNICIPAL WATER IS EXISTING USE SEPTIC TANK/PUMP CHAMBER COMBINATION 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 125 36' (SEE DETAIL) 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 +19.65 LEACHING:1-0 5. PIPE JOINTS TO BE MADE WATERTIGHT. ul- SIDES: N/A 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. +17.50 BOTTOM: AREA = 316 SF (.74) = 233 ENVIRONMENTAL CODE TITLE V. TOTAL: 316 S F 233 GPD 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT LEGEND ,' BENCHMARK: USE AG N L i LOT 8A USE 6 STANDARD INFILTRATORS IN CONFIGURATION TO BE USED FOR ANY OTHER PURPOSE. 100.0 PROPOSED SPOT ELEVATION +1 AT ELEVATION 20.0 14,760 SFf -I- SHOWN (SEE FIELD DIMENSIONS AT LEFT) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. PER PLAN 1ONO EXISTING SPOT ELEVATION \ �, ` *2 BEDROOM DEED RESTRICTION IS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 10o PROPOSED CONTOUR j 0.1 ^� 1.03 � 17.7° 5,18 FROM BOARD OF HEALTH. 2 N 9 ` 100 EXISTING CONTOUR /� � � �� / 20 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM 11 . WETLAND FLAGGED BY HAMLYN CONSULTING /+20, 3 3, 26Lw 15 17 \ " ' z TITLE 5 SITE PLAN 22.1 q/Nq o / Q - J G 0 q 5 E ^ / ,,, 10 OF Q 3 EXIST. 22 BRIARC�I``FF SANE \/ - 45 DWELL. eNT / rZ J +2057� ���`�� 2342 TOP FNDN i 17 0 IN THE TOWN OF. \ Uj 24.2' r / 5 - c\, +�20,62 i 3.74 2 .1 ,� 17.1 0 2 - - - 5' T°„ - - - 0FL 1 ( CENTERVILLE) BARNSTABLE �- ~ JACQUELINE ECHTELER A?/2 PREPARED FOR: j ROP. ORK •_fin O\ y 0 / ��qY 3.98 L MIT L NE ; 1 25 50 75 100 �`�L O C? ?p ^� S. 20 Z � CAPACITY - GPM PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP 20 0 20 40 60 I GARAGE i 23.9 C , +16.6 4,81 ' S L�' + 5 0- \ , SAS DIMENSIONS N ro go 1" = 20 BOARD OF HEALTH SCALE: 1" - 20' DATE: FEBRUARY 27, 2006 0 `\1 0.19 ✓ ��.\ REV 4/17/06 (PUMP CURVE) +21�1 +23,5 � `. � 19 1� � 6.15 BOUYANCY CALLS: APPROVED DATE MA WGT OF 2500 GAL. ST = 22,560 LBS -15.68 ff 5W-362-4541 3.35 x 11.8' x 6.3' x 62.4 = 15,51.0 LEIS fax 508 362-9M 139.68 �� UP (OKAY) I NOF1443 �21,40 +22.20 21,97 -16,60 down cape engineering, inc. ��� ARNE �G �.` ARNE H H. a OJALA /oko CIVIL ENGINEERS OJALA N v C1ViL PROP. LANDSCAPE TIE RETAINING WALL. /l`'REMOVAL CF UNSUITABLE SOIL LAND SURVEYORS No. 63482 TOP AT ELEV. 23.1' (SEE DETAIL) 1. REQUIRED AROUND PERIMETER PROVIDE VENT FOR SAS WITH CHARCOAL OF SAS (2.3' HORIZONTALLY). 939 main st. yarmouth, ma 02675 t s FILTER AND BUGSCREEN (FINAL +2011 RE RPLACE WITH CLEAN MED. URVE 02-043 PLACEMENT WITH HOMEOWNER (I SAND. A . OJALA, P. ., .L.S. DATE CONSULTATION -- _ - - �� _- --- --------- - - -- -- --- - - P - _ , SYSTEM -PROFILE TEST :HOLE LOGS TOP FNDN. AT EL. 24.2' w. NOT TO SCALE . ACCESS COVER TO WITHIN 6 OF FIN. GRADE ) 0 . PROVIDE INSPECTION PORT WITHIN � , „ RICK JUDD RS A.H. JA PE - F 0 LA, • ACCESS COVER WATERTIGHT TO - 6 0 FINISH GRADE / (WATERTIGHT) ENGINEER. MINI , ,� ,... LOCUS 22.5 MUM :75 OF COVER OVER PRECAST "WITHIN 6 OF fIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM , ,: 0 23.9 DAVID STANTON, RS / D. DESMARAIS, RS to WITNESS. , 3 22 02 10 05 05 • >. y ,•• RUN PIPE-LEVEL DATE. ,r cli FOR FIRST 2 '� WASHED P T - 2 DOUBLE S ED PEAS TONE - < 2 MIN INCH - .. PROPOSED 00 PERC. RATE / f,. ST/PC COMBINATION ! ', 10,199 H 10 19`.50 ITEE 23.1 ( 11,092 19.75 l� CLASS SOILS P SEE DETAIL , 22.74 , oo �8 EEL WATERPROOF' 22,91 0000 , MIN o 22.68 0 ( 2 % SLOPE) 6' CRUSHED STONE OR MECHANICAL go 0.58 COMPACTION. (15.221 [21) F� 22:1 1 ELEV. 2 2 T OF FLOW - 20.9 t DEPTH . 0 20.9 0 Q 1 _ ( % SLOPE) 1 TEE SIZES. _._ % SLOPE ,; e T 1 B WASHED T INLET DEPTH - 10 3/4 0 1 /2 DOUBLE S ED STONE , FILL , FILL 14 DEPTH - LOCATION MAP NTS OUTLET DEPTH 32 PUMP 36 FOUNDATION , ,` LEACHING 10 SEPTIC TANK 58 D BOX 8 F rr. ACILITY AB THE INSTALLER SHALL VERIFY THE CHAMBER Bv✓ ` ,ASS�ORS MAP 208 PARCEL 107 ' :LOCATIONS OF ALL UTILITIES AND ALL ' LS ' USE ADJUSTED WATER AT ELEV. 17:1 .�� •� ,� . , >: BUILDING SEWER OUTLETS AND ELEVATIONS4/3 LMS M 10YR PRIOR TO INSTALLING ANY PORTION OF - 42 GROUNDWATER ADJ. DATA. i SEPTIC SYSTEM WELL: ' MIW 29 7.5YR 4/6 , L B , a 50 1 , ' 6.7 i ,t< . , , 'ZONE: Ct�. NOTE >600 GAL RESERVE LOAM /ll� 9Etm I , LS ADJ. ,, . PROVIDED IN PC , EL.23.9 EL.23.1 C ALARM NAND .CONTROL PANEL �',...�. :,, 4 1 OYR 5/6_ VAR�A�JCES REQUESTED UNDER MAX. FEASIBLE TO BE INSTALLED INSIDE „ ; WOVEN GEOTEXTILE FABRIC PERC 16.7 - BUILDING. ALARM TO BE ON INV. IN 19.75 �• HGT. VARIES 50 COMPLIANCE (MIRAFI) USED AS TIEBACK '� . r �.•- 10: REDUCTION IN SETBACK,`SAS do ST TO I - SEPARATE CIRCUIT FROM PUMP �..�-:.,,. FROM 1' To 2' " LCS L . 2 -PRESSURE LINE • .; .. s I C f .LOT LINE (1C' .TO 5'); PT 1 x 6 BULLNOSE DECKING ..: PG .. RAIN BACK TO : 1 i 14 TEE SLO PE TO D : WITH MIRAFI ATTACHED BY 3 SCREWS � -, 15.255(5). REDUCTION IN°LATERAL REMOVAL �..• � � PERC I.- ALARM ON MCS FLOAT SWITCH P` AT 16 CENTERS .1„I OF UNSUITABLE SOIL (5 .TO 2) WEE HOLE „.. ... .., �•':S:'1------.. SETTINGS: �.. , , , j 1500 GAL. MIN. .. PUMP ON CHECK VALVE • , & GRAVEL UNDER BARVSTABLE:ARTICLE 1 .. ►. . .. .. . 85' OBS WATER 13.8 i ,L, „ THIS SIDE STAGGERED SPIKES t :•�;d e SECTION 360--1, REDUCTION IN SETBACK SAS 4 WORKING RANGE OF BAFFLE 40 MIL. 13.8 I '; , MYERS SRM 4 85 OBS WATER TO WETLAND (100 ,Td 89) AND SEPTIC TANK u POLYWRIER . .. ..•. _ 4 OL f, I:. 9 -- 68 SUBMERSIBLE 4/10 HP PUMP . f•e a < 1 TO-WETLAND (100 T0,:51 ) SECTION VIEW .f . 1 OYR 6 4 PUMP OFF 12 SYSTEM OR EQUAL „ / ( ) 6 x 6 P.T. LANDSCAPE TIE KNEE WALL 12 - 24 HIGH 6 DEEP 4 DOSES PER DAY, AT 55 GAL. PER 00000�000 00 00 000o NOT TO SCALE „ 1OYR 6/4 :DOSE.(4 WORKING RANGE) » ' I GAS s BAFFLE 110" 11.7' 144" 8.9' ' BAFFLE �- � ' NOTES. 2500 GAL. SEPTIC TANK/PUMP CHAMBER- COMBINATION NOT ALLOWED SEPTIC DESIGN: (GARBAGE DISPOSER IS ) ,; • ,R,' ,,•I NOT TO SCALE) DESIGN FLOW: 2 BEDROOMS 110 GPD GPD ASSUMED . -- ( ) 1 . DATUM IS :<:,�:: :,'�. , . WATERPROOF WATERTIGHT 220 � USE A GPD DESIGN FLOW , EXI TINE - 2. MUNICIPAL WATER IS . � '.SEPTIC TANK. 220 GPD, 2 = 440 ' , / a USE SEPTIC TANK PUMP CHAMBER COMBINATION 3. MINIMUM . PIPE' PITCH TO BE 8 �'_R_SOOT. SEE DETAIL • ( ) 6 4: DESIGN LOADING FOR .ALL . PRECAT . ...UNITS TO BE AASHO H .' 5 3 �. ... 19.65 12 "LEACHING. -I- 5. PIPE; JOINTS TO BE -MAD- .PA, IGHT.- L SIDES. N/A t 6. CONSTRUCTION DETAILS;<TO . BE IN "'ACCORDANCE WITH :'MASS. 7 AREA = 316 SF (.74) 233 . �-i so - BorroM. ENVIRONMENTAL CODE :.TITLE V. t I >.IS : 7. THIS ' PLAN IS FOR `PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 1 TOTAL. 316 S.F. 233 < GPD. : � LEGEND LOT 8A TO BE USE? FOR : NY OTHER PURPOSE. BENCHMARK: USE AG N L. t USE 6 STANDARD INFILTRATORS IN CONFIGURATION - -. > 14 760 SFf AT ELEVATION 20.0 8. PIPE- FOR SEPTIC SYSTEM TO SCH, 40 4 : PVC. .. t SHOWN SEE FIELD DIMENSIONS AT LEFT 100.0 PROPOSED SPOT ELEVATION , PER. PLAN ( ) ' �\ t . COMPONENTSN T T A F WIT 9 0 0_-BE B CK ILLED OR CONCEALED ROUT `. 2 BEDROOM D N , DEED RESTRICTION IS REQUIRED D ,<- 1 N EQU E OOxO EXISTING SPOT ELEVATION - .: n.7o INSPECTION :BY BOARD Off' HEALTH AND PERMISSION OBTAINED PROPOSED CONTOUR �") L03 � \ 5.10 , FROM BOARD OF-"HEALTH. - N l 20.1 20 t n , C, \ 1 PUMP - REMOVE R F�'I ,W 100 EXISTING CONTOUR / 22 N \ 0 U & 0 LL CLEAN .SAND EXISTING SEPTIC SYSTEM / 11. WETLAND FLAGGED 'BY HAMLYN:.CONSULTING N ,\ / g 20 3 \ ' w 15 3 J w 3. 26 / tFr #3 17. 0 N / I _ TI TLE , ,a -,,TE PLAN 22.1 .5 G �D OF EXIST. 45 NT / 22 BR [XI�C LANE DWELL 2 Q 17 O a L ,. /- _ THE T WN - -� .� �. `c - 2057 TOP FNDN ► IN E I 0 0� i .-. � ;U h 5 TDH G, 3,74 o a c, 17.1 ( CEN ERVILL BARN STABLE / PREPARED FOR. o ROP. oRK JACQUELINE ECHTELER R/ 3.98 \O O 0 ; / L MIT L NE \ G� 25 50 75 100 " 41 . S CAPACITY - GPM � o .m o o • 1: .; 20.88 0 -� � / 20 ,, 20 40 60 PUMP CURVE FOR _MYERS SRM4 4 10 HP PUMP I GARAGE \ � 4 � I _ 4.81 - 23.9 C � } -�16.6 S 1 SAS DIMENSIONS o » _ I N SCALE. 1 DATE. FEBRUARY, 27, 2006 N •� "'�,,, -: BOARD OF HEALTH... 20 ^� \ d 0.19 % I REV 4 1 06 RUMP CURVE r MA J)% j 21� OUYANCY CALCS. 11 O r m •6.15 � APPROVED , T -F-23,5 � 9 ,DATE t c5 o WGT OF 2500`GAL ST = 22 560 LBS ## p j , I 15.68 ar soe-aexrs+ 4 _ fax 5w 3w-9eeo \ 3.35 x 11.8 x 6.3 x 62. 15,540 LBS tNC \ AS s; 139, UP (OKAY) r,J• �' ` �s• N 2>.4o At�NE 1 � down cape engineering, inc. _. 21.97 16.60 g -22.20 -�- � - P g H. 1 ' CIVIL ENGINEERS �JALA ;. H r, C1VIl � 'LAND SURVEYORS e No 6348 U� PROP. LANDSCAPE TIE RETAINING WALL REMOVAL OF UNSUITABLE SOIL .;REQUIRED AROUND PERIMETER 0 t. ; TOP. AT ELEV. 23.1 SEE DETAIL w ►$ • u ' ( ) PROVIDE VENT FOR SAS WITH CHARCOAL 939 mein st. armouth, ma 02675 r OF,SAS (2.3 HORIZONT`AILY). Y ,, , � �0 �t7 FI R AND BUGSCR N FINAL 20.11 URV NAL FILTER EE ( REPLACE WITH CLEAN MED. - PLACEMENTWITHH HOMEOWNER I D,G O4� - 0 E E :SAND. AR O.T�ILA, P. ., . .L.S. DATE I : - -