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HomeMy WebLinkAbout0061 THORNBERRY LANE - Health 61 Thornberry Lane Centerville A = No. 4210 1/3 ORA r Pendaflex' 100 SUBJECTTO APPaOVALOF _.; amwLE CQNSERVATIQN THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ' ...............%OGcI/}�.......OF.........i�f s G - Appliration for R-4pooa1 Works Tonstrurtion Prruai Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: - ,o ..............'. � .............................................c N ation-Addss r t No . _.... ..�tz. - ! "',jai s �.. er!� .... .�.. - ow Address W •- ..... er Address U Type of Building Size Lot_..0O�3�6 '' Sq. feet (�/• � Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder la4 Other—Type of Building ____________________________ No. of persons__---_-_____-_-..-_--_--____ Showers ( ) — Cafeteria ( ) G4 � Other fixtures .........................-................=........................................................------...- ----....---....---------. .....------- W Design Flow............................................gallons per person per day. Total daily flow__ z3... Tf�e s_t S� Ions. WSeptic Tank—Liquid capacity.l�np_gallons Len th__//o."_. Width__�a�0��.. Diameter________________ Depth................ x Disposal Trench—No. . �.............. Width.`�.¢S1 S. Total Length.AQ..?`,-%5' l otal leaching area...4PC.......sq. ft. Seepage Pit No---------------_---- rameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box Dosing tank Percolation Test Results Performed by._....3*YI" ............1....__"......�................ /�._... . .........-. 2 �- �� Date y S�� Test Pit No. 1......Z.-_-_minutes per inch Depth of Test Pit______.L4....__.. Depth to ground water.....Via------------- (Xq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ •------•................ .........••-•---•--•--...-•---•----••----------••......•-----.... ..... z 30 f� Description of Ux Soil................`�i ! ' -------------y--r--x------•------••••••••-----•--•-------------•-••-------........................_..4 .... '�a5osrd I------------ --• - K ---- ----- . ........... /.------•----•------•-••--------------•---- ................................................ --------- 7.e.---- ............................................------------••---------------•-------------------------- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ---------------------•------•------•-------.....--------••-•------••----•-------•-----------•--...._._...........-----------......•-----••--•-•••-•---•-•-•----..................•-•-....--------------- Agreement: The tndersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITLi� 5 of the State Sanitary Code—The undersigned further agrees not to place the system in o ti u ertificate of Compliance has been si d by the boar nith. q. Sined... .............. ....... ••---.... •-----•--- gg, Date ApplicationApproved ........................ ....... ----•---------------------------- ........... �?--7 ` n. Date Application Disapproved for the following reasons:..................................-................................................................•-•--•---•-• ...........------ --•--------••-----•--•••--•-------....•-----•-------•-••--•------•---------•----•----- ••••---••-•-------------------------••-----•------------•---------. - ------------------------- r� Date Permit No........{ '--•--. . . Issued-....................................................... Date 1 ' No. »• F j-�• Fx$..we....................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -•............ ............%.'..-•---.OF................................_ Appliration for Disposal Works Tonstrnrtiun Frrmd Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: / T �f7 -- �/ — f. C'l ,C-1+�C�L♦ r NLocatiou-Address - -'/-•----•----•--------------=-c.---............ A � lel i� or Lot No. Owner Address a ------------------LVj.VL_L.:-----.................................................................. ------•----------------..................•----..........-•••------.._............................. Installer Address UType of Building Size Lot". u:'..'.._._--=-__Sq. feet`V �. Dwelling No. of Bedrooms.............'~_.___--------------------Expansion Attic ( ) Garbage Grinder (t--)-" aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ........................... W Design Flow............................................gallons per person per day. Total daily ............... )gallons. WSeptic Tank—Liquid capacity!''aR.gallons Length.//___'..-... Width.___.:_`:_`___ Diameter________________ Depth--.............. x Disposal Trench—No..=................ Width.,.,_'.-"_". Total Length.....:...............Total leaching area......... ........sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ('' ) Dosing tank ( ) r /, e- - f. i Tr fi Percolation Test Results Performed by ' ''- = '----------------••--------•------•••------ ------.. Date.----- --- Test Pit No. 1................minutes per inch Depth of Test Pit......%_?..._... Depth to ground water-__-_� .--._......__. (z, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0 t � Y Description of Soil............................. ----------•............... . ----------•-. •-----.---..�-•----•-------------------------------••---------•---------------------------------•-•-------..._.. a ,n t �., •-•-•-•-•--•--------------------------------------------•........_...-•-----..-----------------•-----------------------....__.....---•----•---------------------------------........................--- V Nature of Repairs or Alterations—Answer when applicable............................................................................................... .-----••---•--------------•------------------------•--•.-------------------------•---•-------------------------------------------------••--•-------•••••---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT1LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boar of health. _ _ Signed._. --•.•r ,�..` = ................ ; /S 7 ........... � � � l Date - Application Approved By......... �:A ./ '-�..•� ---------------------------- ........... -� Date Application Disapproved for the following reasons-------------- -------------------------------------......._..._..__-___.--.-___--........................... -••-------•---....--•--------------------••--------------------•-•---•-------------------------------------•-----------------•--•-----------•---------------•-------------•----------------------....... Date PermitNo...................................................»„» Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _DESIGNING f- _, .' c r- IN ENGINEER MUST SUPERVISE /- '��.'....-...... OF.......:...... ...:-:::�.:....................... .STALLA.TIC1•AND CERTIFY IN WRITING err �f>irtt r tt f�umpliatt T E SYSTEM WAS INSTALLED IN STRICT CORDANCE TO pLA TH S IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or 'repaired ( ) by......KJ QCS ------------------------------------------------------------------------------------------------------------------------------•-•-.......------------.........- ._, Installer 1. has been installed in accordance with the provisions of TIT,' 5 of The State Sanitary Code as described in the {_�7_ application for Disposal Works Construction Permit NoS���_(.___L _3.............. dated--------- 1�. .......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION 44 SATISFACTORY. DATE...................�P."'�7"l.. .................................. Inspector------------- ........ --.__. - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .DESIGNING ENGINEER MUST SUPERVISE L Ct� .....................`....................OF.......................... .....INSTALLATION..AND..CERTIFY �R1 N """.......... THE SYSTEM WAS INSTALII ..I11C.$ 1CT„ Disposal Works %T_' l1ns#r Dr` FLAN. Permission is hereby granted....YJA :!L--------•.................•--------------------•---•-----------•-•------------ •----------------------- • . to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No. ` �f }a is r/" Imo.! A C LZNJ(.i- Street ,�--_: - as shown on the application for Disposal Works Construction Permit No'�..��.~_.�'. Dated.._-.. -_t... `��........... ---------------------- ------ ----------------•------...................... Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS ,l 1 c , e oTOW. cryo 'A.M.Wilson a� D Associates Inc. September 21, 1989 Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Re: 88-532/Request for Modification (our file #2.0201.0) Dear Board Members : Attached please find a revised plan for Lot 21, Thornberry Lane, Centerville (Beech Leaf Landing) . The original permit for the site (your #88-532) was for a three bedroom home. the buyer of the site would like to build a four bedroom home. The; strudture will also have a den. We are, therefore, submitting for your review and approval a revised septic system plan designed to service a five bedroom . : residence. In accordance with your standard criteria, the leaching design flow is for Title 5 + 50% or or 825 gpd. The actual provided flow is 996 gpd. An allowance for groundwater adjustment has been made, although it is not required in accordance with the USGS Key Map. Thus the bottom of the system is set 5 .5 ' above observed ground water . As. t-he, lot contains +4.6 acres, Nitrogen loading should not be a -consideration. Even assuming total Title 5 occupancy of two persons per "bedroom" as noted below, the loading would be just -over 1/2 the recommended standard. K = (persons) (5 lbs/yr) = (1.8 lbs/1000 sg. ft. lawn) (Area) (Recharge) K = (50 = 9 lbs N/year) (454,000 mg/1) (4.6 Ac . ) (2060249.8 1/ac) = 26786000 mg N 9477149 1/yr = 2 .9 ppm There will , however , not be 10 persons occupying the structure. Actual nitrate concentrations are anticipated to be about 1.6 ppm. Further, the site is not on any Zone of Contribution and is over 500 ' from the nearest surface water body with a large mature wetland system intervening. the system exceeds 100 ' 911 Main Street Osterville/MA 02655 508 428 1450 FAX 420 1856 from wetland in all directions. The project was previously granted a Wetland Permit which established a work limit with which the system conforms . The proposed system meets all requirements of Title 5 and is, we believe, in compliance with all local regulations as well . Thus no Variances are necessary. A copy of the architectural plans will be provided to you at such time as a foundation permit is sought so that your agent can satisfy himself that a five bedroom system will be sufficient to service the residence. Should you have any questions , please do not hesitate to contact our office. Yours , A. M. WILSON ASSOCIATES, INC. Arlene Wilson Presi ent 989AW28:ekd Attachments cc: Baxter & Nye Floyd Silvia LOCUS MAP ccch cal S , anding . �N3 6FR s < SITE PLAN anti 30 let i c 1. 16 —' f 4JP SWAatP � J-1 - 11 � 1 rA)nzsu 1 1 dAA2SIS / n n SALT POND - 3 44 / e ��r I i'I i /-i s>i7 �U c S7 2 �k+ S"I 0 0+r`( 'a �0, L ' VA ------------- s, • -T�-1`�. Fzo is w'� `J E vvl{,. 5`(s t/k 1'S �,?0 e LOCPJ-F—D 61 I-W13 �- v•.► �` c_d__ _ , '2, . ` _ Gad • P, t� 'mac,a T""ice...► � <0 �-- ... ......... rT j� I • �.� �i! w' �(1 �-^ _�,���._-mow......._-i ��•'�.._w -- _-ti...-,- 47 T�,�� Fe Q u Hu- 1— myz ALLIVA 7-6 ..._! . 1�`� f C1 W`�...r��1 �}�,."` �✓i+� „�..7 "'�fi��'.; ..� I"`:�-.,d � J ' �N L'. L�'v,. 1� �^L�+v+* .�<.,.- -- ,_.;:,. _. ..-..- �.®e..u...s..-w- +•.w.a.mw,=....xia� :.,xn�.,:�s�-'x ae#c.®«.o.ne�.acMw.w•a e en References: School Existing Contours Land Court Plan 41594A Sheet 4 of 4 Scudder (� Proposed Contours -------[ ----- - lot. 21 Beech, Leaf Landing Plot Plan Soy I Proposed Spat Grades Of Land In Barnstable (t�enterville) / Proposed Stone Wall Moss For Beech Leaf Island Inc. Scale. 1"-40; Latest Revision Of 1125190 By Baxter And Nye Inc. LOCUS r � � Beach Project Title: C.ai9Ville / Notf Property Lines Shown Hereon Were Compiled Lot 27 From A Plan Recorded At SCALE:1'=2083' y �. // ��°c / County Registry Of Deeds In 1 e Land Court / �� Plan 01594A Sheet 4 And Do Not Represent Beech LOCUS MAP / An Actual Survey On The Ground. / 14 g Assessors Mop 186 parcel 8i // �+ // Existing Topography Was Taken Ft om Plan Leaf By Baxter And Nye Inc. to 12 ll I / // All Downspouts And Roof Runoff To L an din 6 RetainingBe Directed To Drywells Or Frencf Drains. �femporary l I g xxxxx / l8 l X x x X x x For Septic System Design All Septic System Components Recommended In / X x x �X X % x x = J See Plan By Baxter d Nye Inc. To Withstand H-20 Loading. x �( x X X X X X x x Wlth Latest Revision of 1125190. xx/�xX/xr_ x� Xxxx . : % Cen terville Y x X/x % / � X O� x / / X X � x X \ x ji x X r x Ma. xO,�x X x /XxQx x . 7 PREPARED FOR: x x x x x ,; ' , rK')d rr-% x X /�t/ x xx /xxX � xx / Partnership x; x 11I / / �( x x X x I x x x 4 _- x x x >♦ x x x x % 1x x • :/ I ; / 1 x x x x x x x x J4 / / 1 I i l 71 lip I 'r(t / / A.M. ViIson C3, ���N'� . Associates y ►. / 6 Inc. y v •�Q v l i V s o Proposed W1 r 2'w x 2'd 911 Main Stroet Leaching Trencr !�d , 1= / / / /l / Oet*Ae/MA 02655 508-428-1450 Drawing Title: 1 \ ` �� / �/ 1 LI 4) Site \ Plan Fd \ - / 1I 11 L 50 , !1, — / Scale: 1 20' \ 0 20 40 50 FEET Date: Nov. 21, 1991 Dwg No: - Design: C.P.J. /A.M.W. i Check: Drawn: J.V.B. ___ Job No: 2.0114.1 Sheet 1 of 1