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0082 BLUEBERRY HILL ROAD - Health
82 Blueberry+ Hill R,ad Hyannis b = 249 073 o TOWN OF BARNSTABLE LOCATION �I tD���'r`1 �,I SEWAGE # 5004—lq.3 VILLAGE9��n�S ASSESSOR'S MAP & LOT D y q 0-2 3 INSTALLER'S NAME&PHONE NO. c�lr Z o� Sb a--4'1?' SEPTIC TANK CAPACITY 15� LEACHING FACILITY: (type) a-5oc-w0lov\ ze) NO.OF BEDROOMS BUILDER OR OWNER r / / PERMUDATE: Y/klo4 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) Feet Furnished by f7o n- Lb, 2-g -LP - V vt No._L� f / FEE COMMONWEALTH OF MASSACHUSETTS Board of Health,- Wt--4 eSL1�.r.A�lA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) - ❑Complete System ❑Individual Components Location �� .r �` Owner's Name tc Map/Parcel# -Z ACL—`t-Zj Address Lot# i Telephone# Installer's Name (nf Un Z41 htw^ Designer's Name S'TEPHE:N.i. DOl LE AND ASSOCIATES Address Address EAST FALMOUTH,MASSACHUSETTS 026M Telephone# Telephone# Type of Building Lot Size k FfZ 0 sq.ft. 63P o.of Bedrooms ' Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (tnin.requir d) gpd Calculated design flow `3'So Design flow provided —gpd Plan: Date '11 `) D 1Number of sheets Revision Date A I S-'—'Vk _ Title or-- A.4" —D Description of Soil(s) Lp Q � 1 Soil Evaluator Form No. t b G S — Name of Soil Evaluator_ Date of Evaluation A—«t`,DA, DESCRIPTION OF REPAIRS ORALTERATIONS DESIGNING ENGINEER MUST SUPERVISE INSTALLATION ANU CERTIFY IN WRITING THE SYSTEM WAS INSTALtED IN STRIC ACCORDANCE TO,PLAN. The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furth agrees to not to lace the system in operation until a Certificate of Compliance has been issued by the Board of Health. Sig��ed Date Inspections " No. Iq ) FEE �f COMMONWEALTH OF MASSACHUS&R&ING ENGINEER MUST SUPERVISE STALLATION AND CERTIFY IN WRITING Board of Health, LP>n � 4� E SYSTEM WAS INSTALLED IN STRICT CERTIFICATE OF COMPLIANCE ACCORDANCE TO PLAN. Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: (n Jn 4-1 at dZ has been installed in actor ce with the ovisi/ons o 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. auo - `13, dated �- Approved Design Flow 110 (gpd) Installer Designer: Inspector: KAI Date: _ t FEE COMMONWLAIIUFH OF MASKS CI-IU .`` �.• ' ��, ' ,V Board of�Iealtht7ltJtS`C�li'�,�YTA. APPUCATI®N FOR DI:SPOSAT S TEM ONSTRUCTI®N PERMIT Application for a Permit to Construct( RepairO UpgradeO AbandonO Complete System ❑Individual Components Location �'� U�M ,� Owner's Name �j I j( Map/Parcel# .Z-Z i Lot# t ` ' Telephone# Installer's Name "'� Designer's Name I.'p'i l'�' `1- F`,),t L E A ND ASSOCIATES 3630" SOJZ.rr+ AV4tkV- r. ,� cL g42 Address ,Address EAST FALMOUTH,MASSACHl1SETTS 02636 Telephone# Telephone# Type of Building Lot Size tS77LZ a sq.ft. wellin s o.of Bedrooms Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow(min.requir d) gpd Calculated design flow ';-;r-0 Design flow provided'`4'gpd PlAn: Date '� Z',`1 U�. Number of sheets I I Revision Date U4 Title*"' or-- A-4-A I-0 Vim. Description of Soil(s) �✓`��r�- K- /�. '" � � ; .. :p , Soil Evaluator Form No. I b-9 G S' Name of Soil Evaluator g— Date of Evaluation e DESCRIPTION OF REPAIRS OR ALTERATIONS .E The_undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of'TITLE 5 and further,agrees to not to lace the system in operation until a Certificate of'Coinpliance"has been issued by the 8oard-:of Heaith:'- Signed j Date Inspections i t 'j No. t) `f - / ) FEE COM ONWEALTH ®F MASSAC14USETTS ' ��-- � l Board of Health, &r.^%LW AM. CERTIFICATE OF COMPLIANCE Description of Work: O Individual Component(s) 0 Complete System The undersigned hereby certify that the Sewage Disposal System;._Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned O by: TkSJ1 SQJ Z rn at �a��,�kerrvj -A I�r�r has been installed in ac�c/or/dace with the provisions o e310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to j application No. �CJO i-!13, dated L�`O�� Approved Design Flow 0 (gpd) Installer ; hDesigiler. t- _. Inspector.'? `Pi s„ w IZ4 Date f l' The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. 0:1 q —! -3 FEE AU 0 COMMONWEALTH OF MASSACHUSETTS Board of Health,�r��i�J�O MA. DISPOSAL.SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construc Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at U.s2 Qrrl as described in the application for Disposal System Construction Permit No. aOdq ��J , dated Provided: Construction shall be completed within three years of the date f this ei, 1 local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date / r �D Board of Health BARNSTABLE REGISTRY OF DEEDS DEED RESTRICTION WHEREAS, Kelly P. Dunn and Luke M. White, of 82 Blueberry Hill Road, Hyannis, Massachusetts 02601 are the owners of 82 Blueberry Hill Road, Barnstable (Hyannis), -Barnstable County, Massachusetts 02601. WHEREAS, Kelly P. Dunn and Luke M. White as the owners of said property have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can. be included in the home to-cated .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 renovation of a. - - = -single-family home on this property, is requiring that the agreement for the restriction on-the number of bedrooms in the house on the lot be put on record with the Barnstable County Registry of Deeds by recording this.document. M_N0W,,THEREFORE, Kelly P. Dunn and.Luke M. White do hereby place the following restriction on their above referenced land in accordance with their agreement with the Town of=Barnstable Boardof Health,:which restriction shall run with the land and be binding-upon ail- successors in title: Blueberry Hill Road, . Barnstable- (Hyannis), Barnstable_ .County,.._..____—: Massachusetts 02601-may have upon the lot a house containing no more than-One _ i — - (1) bedroom. LAW'OFFICES OF Kelly P. Dunne and Luke M. White agree that this shall be a permanent deed fl1550FA A SCHILLING,UTHROAP.C. -:restriction affecting 82 Blueberry Hill Road, Barnstable (Hyannis);:Barnstable- - 1560 FALMOUTH ROAD SUITE 10 CENTERVILLE,MA 02632 _a,._ '- o.,.I,.�-.:.,�aic.�.,^hn- sa3Et� -'"�-•r` r�S�.:�..l�s'-ca;'�.+,$d,�,-_xt�,r•; r r 'c;;;�.: -+"` --:"'r' ` e'a County, Massachusetts 02601.- THIS restriction can only be changed by a recorded document issued by the Town of - Barnstable Board of Health. FOR TITLE of Kelly P. Dunn and Luke M. White see Deed recorded with the Barnstable County Registry of Deeds in Book 18702, Page 298. EXECUTED as a sealed instrument this day of 2004. _ Kel y P. IZ nn Luke M. White COMMONWEALTH OF MASSACHUSETTS BARNSTABLE COUNTY, SS On this 9 7day.:of 50 1 2004, before me, the undersigned Notary Irublic, personally appeared Kelly P. Dunn and Luke M. White, and proved to me through satisfactory evidence of identification, which were Massach setts Dri ers Licensw to be the persons whose names are signed on the preceding or a d do ment, acknowledged to me that they signed it voluntarily for its stated purp e. S T hillmg — — 21/ Ll�liuiry��� Notary Public My Commission Expires: 1 08 eodore A - - 0 OF TgAy.PU ���/H11111111��� LAW OFFICES OF PAI 0-3_ _. .. THE®IDORE A. ►'CHILLING, P.C. 1550 FALMOUTH ROAD,SUITE 10 CENTERVILLE,MA 02632_ TELEPHONE: (508)775-0700; FAX: (508) 775-0792 www.lawcapecod.com EMAIL: law@cape.com FOR PROFESSIONAL SERVICES RENDERED ---October 27, 2004 - - ---- Kelly P. Dunn . Luke M. White 82. Blueberry Hill Road .. ..Hyannis.,._.-MA 02601 ---.. -- -RE-:-8-2--Blueberry Hill Road, Hyannis, MA 02601 -- - -- -- In connection with the above-captioned property, drafting, executing and recorded Deed Restriction and all matters incidental thereto. FEE: $150 . 00 RECORDING FEE: $126 . 00 TOTAL DUE: $276 . 00 106 KELLtP.DUNN_. _ _.._ LUKE M:VI/HITE:: :. . 809MARIE ANN TEFL --- --- -- d 53-7107/211.3_.. CENTERVILLE, MA 02632-3154 a PayloThe.. ` c j'� i V . _ Order --- �� Dollar. Wd P.O.BOX 10 ORLEAN6,MA 02653 f. Memo 0 :'I: 2, 113 7 10 781: 88 6.d. L444.611' 0 L RATE IN MOVIE C:\bill.doc... Town of Barnstable Regulatory Services Thomas F. Geiler,Director &AMN* IM MAM Public Health Division a6;q. n►9' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date:" © Sewage Permit# u—I q-5 Assessor's Map\Parcel Designer: S S Installer: �,�,.� t�z/A Address: 42 CANTERSSA LANE Address: 5081640-2534 —I���uaza� �iQ1 On tN4 11� � was issued a permit to install a (date) (installer)septic system at ?✓�- LILAf-T_;�—OC"AkIIU based on a design drawn by (address) dated� l�C -r_0_v A -� ( esigner) 1 certifythat the septic stem referenced above was installed substantial) according to P Y Y g the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. " �!' �TdPF4El� man Installer's Sign Kure) J. DOYLE No,3755: (Desiper'4 Signature) (Af ix 3%41� amp ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLLANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc a , TOWN OF BARNS ABLE LOCATION ,RD wI yomi-n 14,11 i SEWAGE It � VILLAGE ^n" _ ASSESSOR'S MAP & LOT a y 90 3 INSTALLER'S NAME&PHONE NO.�� ?�(1 SEPTIC TANK CAPACITY 15CIO LEACHING FACILnY: (type) . NO.OF BEDROOMS BUILDER OR OWNER / . PERMITDATE:. 4//)'/o!,t COMPLIANCE DATE: Separation Distance Between--the:: Maximum Adjusted Groundwater Fable and 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) Feet Furnished by Ul P Ul J —� TOWN OF BARN STABLE TABLE l c1 kin v/ SEWAGE LOCATION ,o.7 YIl.LAGE �-fV�1 ASSESSOR'S MAP & LOT_41 INSTALLER'S NAME.&•PHONE NO. Wb •$ox t A% . SEPTIC TANK CAPACITY , { x (size) 1 LEACHING FACILITY: (type) ( NO.OF BEDROOMS 3 BUILDER OR OWNER COMPLIANCE DATE: PERMITDATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) exist Edge of Wetland and Leaching Facility(If any Feet within 300 feet of leaching facility) �I Furnished by -- _ tic 8S � i f • • 8L° SS � L� to $S I � TOWN OF BARNSTA/BLE LOCATION O c 1 SEWAGE # —P-W �t� C VILLAGE ASSESSOR'S MAP & LOT-2'-0 4 INSTALLER'S NAME&PHONE NO. � - SEPTIC TANK.CAPACITY' �t LEACHING F'ACILUY: t.�rl.W t/' - (tYP�) � `�.(size) NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE: C COMPL CE DATE: Separation Distance Between the: Maximum Adjusted GroundwaterTable 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) Feet Furnished by / C, -4 i A a, . '_ J? OL � �6 i Town of Barnstable , P# - °EVE w o Department of Regulatory Services a 1/ w►a,v"srear.�e, Public Health Division Date v MAM �� 200 Main Street,Hyannis MA 02601 G°p sG39. A� i rfp N{A't �- v Ar-4 Fee Pd. Date Scheduled Time Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: ✓`� a LOCATION& GENERAL INTORMATI , Location Address pa �J � yuq / Owner's Name Q('At Se- 0 Address t Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION "REPAIR Telephone# Land Use Sloes(0/0) Z' Surface Stones G Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well I>l� tl Drainage Way U ft Property Line Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to,holes) h' u14 f dIV L.. Parent material(geologic)__ Depth'to Bedr6ckr Depth to Groundwater. Standing.Water m H6le: `. I Weeping froim:-P�tFace 4Vi�/ Estimated Seasonal High Groundwater' DETERMINATION FOR SEASONAL HIGI =VYATER TABLE Method Used: r ���. Depth Obsery standing m obs hole in. Depth to soil moWes in. Depth=to weeping from side ofplbs.hole in. Groundwater Ad�usfinent ft Index Well# Reading Date index Well#level Adl factor Add Groundwater Level PERCOLATION TEST[` Date Time 1 o%ems Observation Time at 9" Hole# �_ — Depth of Perc j2- 7119 Time,at 6" Start Pre-soak Time© 1'fl.+QD 0`. Time(9"-6") / 'ZA End Pre-soak 0 5 --�� y��� ✓ �-,� + Rate MinAnch Z Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on 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:HEALTH/WP/PERCFORM I UE EX V157L' itv L1 A1Vi• aav a `\ Depth.i Olt J'1QClZE�Il Soil Texture Soil Color { Other 'vcpw fro... (USDA) (Munsellj Mottling (Structure,Stones;boulders. I° ravel) 1 Surface(in.`, i b . �b '� V 5 l0` OBSERVATION HOLE LOG Hole# DEEP O �f er Depth from Soil Horizon Soil Texture Soil Soil Mottling (Structure,Stones,Boulders. Surface(in.) (USDA) ( ll) nsiste c °°Gravel it OItJEP ©TiSEItVA'IION HOLE LOG Hole#_____Other Depth from Sol!Horizon Soil Texture Soil Color Soft (USDA) (Munsell) Mottling (Strict re,Stones,Boulders. Surface(in.) Consistent I i DEEP Ol3SE1ZVA`I'IOIrT DOLE LOG Hole# Other Soil Texture Soil Color Soil Boulders. Soil Horizon 'no Structure,Stones, Depth from Mottling { Sur (USDA) (Munsellj b Surface(in.) nsistenc °u Grave! I � k ! E Flood Insurance Rate NMn. j Above 500 year flood boundary No_ Yes !✓/ Within 500 year boundary No Yes. Within 100 year flood bot)ndary No Xe� - . - . De tll of Naturalt Occurrin Pervious Material Does at least four feet of naturally occurring pervio,Ils material exist in-all areas observed throughout the area proposed for the soil absorption system? if not,what is the depth of naturally occurring pervious material? Certification I cert�n t ` (date)I have passed the soil evaluator examination approved by th Department of Envirorunental Protection and that the above analysis was performed by me consistent with the required training,expertiset land"I Date described in 310 CMR S.OI7. tit \� Datte a `.D Signature Q:I112W.:Rl/ti�'r/PERCFORM T t I p 0 ct R ' 4q 10 � I IQ I� O ' of o v p t DOI " r -Mir ;. .'. g _ 17, I. o-e E i I z � 1 I � a LL st p o-a/ 14 pi e ri - �ttr.5 a aisl agog �+1 m 1 kr � to! p 1 li 0 • � fir,. '77�fT HT1777y ,.,1 J.. — — — __ O j ; 9 £ d S fj 04 v Y • �-Z/ • o-ate o-'9Z _t• 0-6£. �I F � 2 • � 2 x •ao •�ns,w.� I a p'. • g o e O O o Q cc xamw kr - ij IT I I I fi O-J Z o.Z i . i � _. ---,. _ _1� I,- . � � � - I . I . I I I I I 1, I I r 1, I 1 I . I I - I I � __ ----'I---- -_ , -, I - I . I I I 11 I I . . � � -- - _ - I - - - � I I I ,- �- I _____ I I 11 � --- I I . � . � I � 11 I I I ., "I I I I I I -, _ - : � �� . I . I . . I . . I I . I � I I I I I � I I � . I _ . � I. 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I I I . I I � I I I I I � - I I . � , Z, � � . I . . I I I I I I � � . I I - � I I I I I I I . I I � 1. : , 11 I I I � � . I . I � . � I I � . I II � � I . I , - � � � I - 11 1, I I - I I .1 I � I I I . I . I 11 � , . � I I I I . 11 - . 1 I I . � I I I . I I � I 11 I I I, ! I I I I � . 11 . I I � ''I � I .1 I I I ,� I I I � 1. � I . I . I I I . I . .. .. I � I I � � I I . � � � I � I . I I I � � I I I I � � I I I 11 I i , It I .1 " I I . � . . 1. I I I I I I I I � � . I .. I . I . I � I ; , . I I 1 . I I I 11 I . - I � . . � I . "I � I I � . I I � I I I I � � I I . 11 I �� � , . � , . , � t�0 J/_P' Winsbed Stone 0 S' Thick - I I I � I I � I . I I I . I . I I : ', I 1. ' f YnlGra de El 59 5",� , � I I � I � � � . � I I I � I �, I I � � I - I I I I I I . - � . I I � � : � � I I I . I I I � I I I 11 : I � I I I 11 I � I I I I I � � � . I I � I . . I . - I I I . I . I , I I I I I I I I � � I � XV EL I , I . � I I � I I � I - I I ,� � . . I I I I I .� � . I I � . I � I I I � I I I � I .1 57 30' 1 1 � � � � I I � � 1�1 1 . I'�, , I I I� I . � I I � -1 I � TnTnTFMTi7TnT, 11 I . . . :FYnJsb Grade El 59':� 1 1 . . I I I I � I I � I I I I 11 �I I I � . � . I I I I LOCUS , , � I . I I I I I . I * � I � . I � � I . . I I I I I . //////////// I . . I I I I . I . I Blueberry 11 I . � � 1. U I . I 6 I ! I - .I �, . 11 �' I . I I ko 10ifill . dople- I .. I I I I . � I I I I I I '' 11 I 1. ;* , , I I . . I . I I Hfll Road I I I I I I I . I . I � � I - - -_ _ , I 11 I - . .1 I I I I I � I I I I 11 I I , \ / . � � I . I . � � I I I � �I ASSMSORS DA TA: I I I I � I I : i I I N / N /_1 I � 1 I I I I I I , - 1. -- I ------ - I . I f I 11 I * I � - . I . I I I I ,: . � I I . .. 11 � 11 . I I I I I � � I I I I I � � I � . I I . . k.0- &4�i -L-��-] I I . I � . I . . , MAP 249 PARCEL 73 : ! .: � - . . I I I I I I I � , I . I � � I I .. I I � . � I I . I , . : � � ,. I . I I � � � I I I I I I � . . I . I I . I - I � � I I I I I . � , 11 -_ ---I " . I � I . . . I I I I I I � I I I I : , � I I I � - I . I I I =_1 0 r . . I I I � - I . 1, � I A : I I � I . I . . I � 11 L I I I . ., I I . Id- - - _ _ - - -- :6.*4, - I I . I I .1 REMUNCE PLAN. I . . I ,� I , I I 1 41. 11 � - . I i : I � , � -,��I" 7___ - 10 -r%---- - - he'I'd-4d- � 167 - 51 , V I : - I 10" Arla , , 14' Min. r I I V EL INV EL . . . I n � I I I I I � . I I � ....d..... � � I I . . � - INV EL I I . � , � . I I I I I I . . � I I I . � M 11 � I � � i : I 11 I \ 'r WJ 1____� INV EL I :: . . . . ,. . : . 56.05, . 55.80' - I ITI.T53.80' I . I . . T. . I � . . �. 11: � I INV EL Belo Y76 Line , . 56.56' 1 . . 56.25' 1 1 - -i 112' ftsbed Stone I � . I I (b I . I I . � .1 I . I I I 0 , . . . ." . I I I No- d �.� I I I . I . . � I I .I : i I I �Liquid Level 48' , I . I I I I 1 . 4' �� I 11 I I I � I � I I ZOATVG DISTRICT RB I I 11 I M . � I I 11 .1 :............... I � I � . 1. .1 �: ; I , , , . . I I � . 11 I 11 � I I � � I I I I � I 0 1 1 co stravrber,7 M1 ., I . I I I I � I � . I � I I � , . I . -DISTRIBUTION BOX . 1. I I I . I P . I I . I I � 0 VERLA Y DISTRICT CP Scbool Road , I I I � I I - - . --*- 12, 1 . I I I � � I I . I I � . I I I � � ��', 11 ,�, 1, . I I I . . . . . - I , R5. 1 1 [ 83 00"I � 1. �I I . I � � I . I . I I . I I I I I I I I . I 1. 11 . . 11 � I . I I I . I I I P)?ECAST REINFORCED CONCRETE DISTRIBUTION BOX. I I I I * I t 5$1 , I � � ..... . r I I . 'i, i I . I . r I - 1 . - I � I � Old I I I. I . r. � I I I r I � 1. � �- r , I . ' ' I * r I � � � r , r . . � PROPOSED LEACH TRENCH I 34.r .. .1. I . � BUILDIArC SETBACEY . I . � .. r I I I I I Install on a le vel base I I I I r . . .. wn- � I I FRONT - 20' Str&Wb&J-17 NX I � I� -,� I , � I I � ''I r I I � 1500 CALLON SEPTIC TAAW I I I . . I . r . r I � . .. I I I � � I I .I . � . I . I r I . I I r J?oad . I 1. . I - I � I '' I I I � - , r �� r� r I . � r r r Minim um wall thickness = 2" 1 1 1 . r I I I I I I I � SIDE & BEAR - I O' r . I � I 11 . � � I I I I � 1� . . . . 1. I r . � I . . . I . I I I � I I r I- r . � I I . . I � I I I I I I I r- � . . Minimum- inside dimension = mll I . I I I - I .1 --�-� ,681 1 1 1 1. r I I . I I r I � I r . . � I r � I . . . . I I . r . I r I � � I I . � I I I I � I � I � .1 I I . 1. El. 48.80' , I . I I . r I I � I ' ll. . I . � I 1. ,� � I- .,, ,,. r � � I I 1 . � I . . Outlet inverts shall be ,equal to each ,Other and a t ,?"' miinim um � I I I I I I .Number of'75-encbes - I I I I .I 1, r I I I I � r I � I � I I I . I . . I r . � r . I . � I : � , I � � � below inlet invert. . r I I I I I I � I rj , - 2 . I I I � r . 1 1500 CALLON REINFORCED :CONCRETE SEPTIC TANK , I Uti r r I I I I I � Number of Mambers . I r I r I . I I r . I I � � I � I I I I r I I I . I . The distrib on lines from the distribution box .sball all have . . � . r - � - r I r � � I - Is ,Per ,310CMR, 15,226(2) � I , diS I . . I I I I I � I I I _T�(D (�:., T, 'S� A,f,!�A,1=> r .(�t I . Minim um Construction Na teria I I equal inv'erts as determined by flooding the tribution box to A.dj High Ground Water <E&I �20' - Yapped I r . I I I __j I r � I Tees shall be constructed.-of Schedule, 40, PVC and -shall� extend a I I � PROPOSED LEACH TRENCH - END YlEffr X T S I I r. �r r I I .1 I" r the height of the distribution line invert after all lines ba ve I I � I � I . . I � r - I 'i , 'tank and be on. � I r I r 11 I I � r r I minimum of 6 above the flo w line of the septic : � . I � I I r � � . I . � r I I � . .the centerline of, the s�eptic tank lboa ted directly under the r' been sealed in place-, . I I I . I I 1� r'' I 11 11 � r , I . . r I r. I I -I I I I .r I � . I . I I I I I � I I . I I I r I Cle � _out .r . . - 11 . I r Invert adjustments shall be made by. filling Fdth d ble and I I � �- I I r r .. r ura � I . I � 1, I I � . - r I .r � . I . r I � . an manhole. � - . r 11 11 ", I r � I I ,, r 1, rt, ; . I I I � I r � � I . , r " 1 . r " . . � � I I I I I I I I 0 Y f � � . I . I I r, .r � : , I - r I aSte I . I I I I . � . r P, r ele V a ' . n ndeformable material permanen ned to the line or I . I . r I . I � I . I , I .The . inlet pe a tion .sh 11 be no less, tha n 27 nor more than 3" . � I I I I . I . . I � I �� I r I � � , ,r , reconstructing the lines until all in verts are of equal elevation. I . . � . . 1 I - . abo'Ve , ther invert elevation of the outlet ,plpe. ' ' r I I r I � � Ir I 11 I I - � r I . I I I .1 0 1 r I I r I : S� r r � I I I r I I I � � I� I � I . . . I I ,.p tic �tank, shall be.. installed level �and - true to 91"ade, on a le vel, � I I . I r I r .1 I r r I . I I r I . I I �I I . . . I � I I r I . , r r I � _� I ,r I r t r .r' r � I I � r I I I � I . . r � � I stable �base;.'tba has :b en mechahical/7,cob2pacted and on which 11 I � . . � I I � . r , , � I I � I .1 I I . r r . � . r, r I I I 11 1 6,., �of r,crushed stone 'has been placed to *ensure stability and r .1 I I I . . r r � I r 1� I I I . I � I � I � I . I , r I I r � r I � I � r I I � r � I � . , I I . � I I ' . I 1. I I . I I . 11 r , r. to pre ven t se t tfing, � � . � .i �', I I I -I . , ,�, ,� �. , 1 '' I I . . - I � r . . . r . � 1. I � I I I. . . r r I . I 11 1 . I I . � . I I . . r I � . � I I r I , r I . . I I I I � r I I I � . �Sept . . JMUM r Cove� of 9.... .. r I I r � I I � I . r 11� � . I � .r ic *tank'-r.shall ba ve a min ' ' A" I ' . ,r I . . . I I I . I r I .I I I � I I� r . I . . I I I� . r r r J-I . I r , , I . - � I . .f I I I I I I - . � I I I . r I I I I I I � � � � I Tbree .20 r �manholes . Pdth readfl�,. removable impermeable, covers I I I I I 11 I � . r : � r � I I I I r � I � r r � , I r r � , , - -of durable, material sball,.be prolTided r M*th r access ports , , � �e . I . I I .1 � r r I . I. � .11 r r 11 I � I r � r r r � r � I I I 11 I i 1. .. : I . I r I � . . r I � I I I eing pla r � � r I I � r . . r � I . r I " . I ., I . � � � r I'�b ' ced a t '.1 the 'center and .over � the inlet and outlet tees. � I � r I . I r� I I ., � I I I . - . I � r � . . r r - I . I � I I . I I r r I I r � I . . I r I - I r I . I � I I I � I r I Me I outlet . tee ,shall be equipped Pith , gas b a Me. - m I I . I � I I I I I I I I I � r I . I � I r I . I � I . I I . I� I I ''. I r I� �� � .I . I� . I I r . I � . r I . . I r r I � r� I I I I I � � � � �r r � I I � � � I I . r - r 1. . . . I I I � � I I I I . I . � I I � I . r I I . . r . . ) I I � . - 1. . . .r� I I . I 11 I I . I I ,� I . I I I I I � � I I I I I � I � I � I � I r I � I r I . .1 I I I I I . I r . I � I I � r -1 . I I I I r � . . � I I I , '17/11, � I I r r I I I . . I I r . . I . I � � � i - . I r' .1 I I . .I' I ��o- r r . r I I I I . I I � I I � I I I I .- I � I I r r � I I 0 1 ,P r I . r I I I . r � I �, " r � I I I � . I . � r I I I I �, � I I r I I � . . I I . � I � I r I I r r I I � r� I . . I . % � . . . . . � I � I I � I I i . 1 .96 0,-> � I I I � r � I I I I I r I r � . � r . � I � I I I .. I . � I , I I I I - I I � , r i I . 1`1 . I . . I I � I � I r I 11 I I . I I I r I . I . I I I � I I I - I � �. I .1 I 0 � I I � I I I I I I : � � � . I I I I I I I I . I I r I . I I r � � _ -1. � I� --.-. I I I . r r� ''I � �I � r I r I . I I r I . I I I r I I i ....I...... � r I . i r � I � I I � /I, .. I I I � I . I . I . � I I r I I I I -� . r � .� � r r . I I I I I . , r I I r � . . r, r � . � r . .I i r ... I I I . I I I . I r I I I . I . I I . I � . � . . . r � � � r � : I I . I . I I I I I I I . I I � I � I . .I r . I 1. I ,.r I I r . r I r . I I r I . I I . . : � I I .� � , It. � " r 59.3 1 � . � . - I I I r �. r I I I e I . q I - I I I . I . I I � I � , I . I I � I � I r r .10' i �-) .1_*_�� �.� 0 r . I . I � , I � t . �r 1'r � I I r . I I : -i 1 72' r .I I I I . � r : : , . � I . I r I GENERAL� CONSTRUCTION r NOTES. I I I . � � I I -r I '� . r I . � . r r 4 1 - � r I . . � - r r I I I ,� _ ( , I � i I I . . : I all r I � : I . r ' . I I I I I. All the . woi#-kmanship and, materials sh conform to DEP Title 5 . � .1 I I -_ ,I I I 11 ., : 4 I , , 1 , . r . I � - . I � I � , : I r �� � I I N, � r I . I � I I I I and the To wn of Barnstable. rules and regulations for the Isubsurface, -� � I I I I . I I i froposed I , - . I I I - I : I . � I . I . I I disposal of se wage. � - . I 11 I , r A .1 - � � I I . � I I � . 11 11 : SAS Trench I I I I . I I I � I I I I I . I . . . I I � i � I I I � I I I � 1 2. 'At least one access ,port over tank tees shall be aoce�sible I I � I I 1 .59.3 1 . I - I . I I . � I * I . I I I I I I I 1 9 A I I � . I . I I I I Tdthin, 6"-of finish gra de, �Tdth any* remaining a ccess ports' bro ugh t I I � . I I � .1� I . 76'� ,1 I � . . 1� I I I I � I . I I � I . I I I I I � . I . I. I I to Tdthin 12" of finish gra de. . I . � . I . � , 1 . I . I . I I I � I - I . I I I I � I . I Denotes I � I I I I ; � 9 D11B 59.1' , � t I � . I I � � 11 I I . . I I � � . � 3. -All components� ,of the sanitary s,vstem shall be capa blp of I I I I I . I I I I I I . 1 ,. I I 0 1 . I 1 . 88 Sp, ot Ele v I � . I . i I " I 1 $-4 1 � I . I I I I i I I � I _. ., 1 59.2, 1 1 I . fdthstanding H-10 loading unless they are under or Tdthm' ! '10 ft � I I . I . (Z$ 1. . I � I I (TYP) I I I . I ' i � I I � . . � . ' 'I 0 1 � I � I I I I I 11 � I I .10, I . � . of drives or parking, H-700 loading shall be used under or w(thin , .. I I ! 11 I . I � � 0 , -Proposed I � I I -, I I I I -i . I I I I I 11 I I I 1. , , . I I . I I 10 ft of,'dfims or parking unless ,.noted. , Plastic equals M�y be I . � Des gn Data: 11 � I . .� � � 11 I 1 1500 Gallon '. � � I I I � I I I . I I I I . I 0 . � . 4� 1 . I I . I I 1 . I ,� � - . . I I , used in lieu ,of all recast units. I .1 �, � i I I I � One Bedroom = I X 110 gpd = 110 gpd Required Flow �� I . . I I I 11 � I TP 2 Yank I . N I . I � . � I I .� . I I . Ili � � r I I I I I 1 . � I I I �� I I I . r' I � � I I I --.,( . I � . � 11 I - I ' P I I I - 1 I 11 I . I I �11 0 , I I � I I I I � 4.' .The excaT,iitor�contractor shall ,v fif I � I I � I . I I e y the location of, a?l site � � NO Garbage Disposal . I 11 -111, � I I I 11 I I I I I ' i I I I I � I -�, I I I � I I - . I �11 zo k I I I �. I - � . I I I I I � I 1 . 11 .1. I 1. I I I I , I I ,� � I � I I I I utilities prior to 'any excavation, and .shall be responsible for � I . . � � '. 1. � I � I I 11 I I I -, , , , , . I � � - I � I � I I . I I 1; �� - C !. I I . . I !� . � I � � - I . I I I I I .1 k I Use. hamber Tre � � I I � I I � I . I I I 0-tr . � I . I I I I I I I . all matters -relating to ele ic easements. - � � I nch 251 x 12.83'W x 2' EfflDeptb 250 .: �� I I - � I - I . I I � . �,I I I I t I I I � � I I . I � 11 I � I . I � I I .1 I . � � . 1, - � I I 11 I � . I 1 '83 1 1 1 I—....I ,. I I . 5. 1 ,Sewer pipes :shall , be 4' Schedule 40 PVC laid at 0.02 �Iope. - I . [25' + 25' + 12.83 + 12. J x � � � I....."..-`... I . � 59.2' . I ..".1.1. I I I - I 11 . . 0 I I I � - ..."............. . I 11 . . I I - I........... I � I I . I I . . , I � I . ,9 , � -_ : -1� 0 1 , I . .11 � 6. An7 masonry units used , to briQg covers to 1 25' X 12.83 = 320 - I I I -1 I ....'- �`.-..*.' I I 1�Po,ve I � I . I . . I �-�. - .. I �� �� �� �� � � . I .1 I � I . 11 � � I I I ( I I - � I ... .� .H.........�..,............. : �, � 'i d _ I � I I ..... ...... ... .hec I I : I . mortared in place. , I . I I I... .I.. ........"'....., � . . I I . . I . � I I � I ; . I . i � - . .......... � ...I.....".... I 1. 11 . I 0�1 -I ,I, A I � I �� � I I I � I . 4 71 x 0. 74 = 348 GFD Total Design Flo* I 11 I � . ��, � I`.- .... I - I . I. - " I I � . I 11 I . I . I I ... � I ....I ...... . I � I . . I I � I ... 1, . ... ... ... ... ... ... .. ... ........11... I I I I I � � .11 . I I , I I .................".�'..... I I I I I I � . I . I I I I � � I .,�kN" ..W$$,, 1 17 Finish de shall ha ve a minirnuin slope of 0. 02 ft p' foot . I . I I I . I � I I I I I I I .. I , ,4. I � I � I gra , I er 7 1 1 ....: :2.::.-7.'1..- . I N ok, V I I � I . � I I I I � . I I � . I . I I *AQ '1� I . . ', .,. 5.9. 7' 1 1 '. � I I I. I . I I I I I I I - I � I - . , .......1. .18 I � � . � I � I � I . I . I � I I I � � . I I I I I I I I I I I I ...... .��,# 0 1 1 . I I I ,� 11 IV _ , F - I - . I. I I I I � I I . I I . ' � I . . I � . . I I e, .i. . I ll � ,, I�J I I , I 0 �" .I I � V V4 S. - I � I I , � . I I I . , . . I V% (?� � �. 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