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HomeMy WebLinkAbout0083 QUAIL LANE - Health J 83 QUAIL LANE HYANNIS 287-144 a 'I f 0 try S PC K-c � IR0,0, � _ ..... _ _ - - - -- - - -- - - - --- -- -- - -- -- - I �fj , . - r� .a fjE /aD --- - -- - - --- ---- -- BATH. I iv y --_ - _ � u r C,� �Wtit e-OV ICI p j 74ZL.0 illLLF L -- - -- - - - - -- -- - - - - - - - - - - - - - - i Cove � c� ���D . 6ARAC7E SECOND FLOOR. FLAN SOALMA 1 / 4 ' ■ I ' - O ° Town of Barnstable GF THE t Regulatory Services Thomas F. Geiler,Director * BARNM.BLE, 9 MASS. Public Health Division p'Eo► '�° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: (4[2(4o - Designer: SS(_ &&ov off, ?'Aj z- Installer: o;4„ Address: 6, Address: • Y.r,µv� On BD�'� // / C�`IS�Was issued a permit to install a (date) (installer) septic system at V 3 t�vim, 1 .L a�t based on a design drawn by (address) Rs(- 6 zpvP,rue_ dated Aev5 l- 19,Zoo ,4 (designer) 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 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. OF MARK D. yG DIBB m, (In aller's Signature) Club y No.45937 o Q AU kL (Designers ignature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE 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 TOWN OF BARNSTABLE LOCATION :SEWAGE # VILLAGE eT YGt'yJi9�sit�/�7' ASSESSOR'S MAP & LOT INSTALLER'S NAMB&PHONE NO. �����, � ®�S�' �7/`� � SEPTIC TALK CAPACITY LEACHING FACILITY: (type),,.- (size) NO.OF BEDROOMS y,[ BUIL ER R OWNER J. r PUMITDATE: 9iZ MO7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet i Private Water Supply Well and Leaching Facility (If any wells exist t 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 a ii 19 ' hoi - hipAll o ` 41 64 Z � 0 Q y h 08/19/2004 08: 31 5087788966 BSC GROUP PAGE 03 r a' I _......--........ ...._ ........... _. ..... . ....... .—.�.,. . --•---._..... . E17-;E0 -1 ;=Z:T Gf6L EW-.` ANUdWOO 631UM 319UISNN6S ST:60 0002-GT-gnu TOWN OF BARNSTABLE V L ATION 93 a Ual` l o, SEWAGE # VILLAGE ASSESSOR'S MAP & LOT 't INSTALLER'S NAME&PH/ONE NO, k/;X9/0 SEPTIC TANK CAPACITY ff"L4 LEACHING FACILITY: (type) 3 (size) X � i NO. OF BEDROOMS Lf B DER R OWNER PERMITDATE: 91L3l0!y COMPLIANCE DATE: U 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) Feet Furnished by I �o _ ca To sC 1 t , e N TOWN OF BARNSTABLE LOCATION 4 75 Quay/1, ' SEWAGE # VIIyLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 4�fo1157, 7/4.71 SEPTIC TANK CAPACITY L�®� LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUII ER R OWNER PERMTTDATE: q�Z ��0 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 of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet i Furnished by I i N �. � � O �� � �� M �. � � n ��oo , j � � � ��� � f � O i �. y �btd v,� � � �. -�� � � � 1 � { i 4 : i Q, � r Qi � f O\ E jjt , ,'. j , �. r R ( �No. �J Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01 ppricatiou for Ziopozal bpotem Con5tructiou Permit Application for a Permit to Construct(k Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components . Location Address or Lot No. 3 'I Owner's Name,Address and Tel.No. Assessor's Map/Parcel 2 d / I ry Installer's Name,Addres ,and Tel.No. Des' ner's Name,Address and Tel.No. 971_? Ai `7 Type of Building: ,off Dwelling No.of Bedrooms Lot Size 171 �Z sq.ft. Garbage Grinder( ) Other Type of Building S 1G�,./? No.of Persons y Showers( Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date t E-7 Number of sheets a Revision Date Title . e'S Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) lVei,) j)J*. 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 Certifi- cate of Compliance has been issued b i oard Hea / Signed Date l Application Approved bya Date Application Disapproved for the following reaso Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT ,that the O _sWeyvage Diposal System Constructed( ) Repaired ( )Upgraded( ) Aband d )b at hasWated nstructed in accordance with the provisions of Title 5 and the for D' posal S stem Construction Permit No — _ Installer Designer The issuance of tj pe t slIall not be construed as a guarantee that the s tem it f nction s desigpty . Date �. Inspector _�� <...:,` -� �:.. �;n+; ,,�.�. w.. 3 7•+ ^,�-M ter* '^+^f�, � i�w ,.��� ^� a•.-.t ,e .--,>�,...^.,..�+�...,.,,�..: 'Y f (JJr No. J Fee t THE`COMMONWEALTH`OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH'DIVISION-TOWNwOF,BARNSTABLE, MASSACHUSETTS . -lipplication for ;0i!5p&Al*Pztem Construction Permit Application for a Permit to Construct( Repair`(- )Upgrade( ) bandon( ) El Complete System ❑Individual Components v 1 1 _ Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel �jPjyr Installer's Vpne,Address,and Tel.N . Des ner's N e,Address and Tel No. Type of Building: Pf Dwelling No.of Bedrooms Lot Size �I s9�ft. Garbage Gri der( ) Other Type of Building4(1_,0(,,�1� No.of Persons ` Showers( - Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow. gallons. Plan Date Number of sheets t Revision Date Title i� lc y. `T c A.)/u S� S�S�,, 6-S Size of Septic Tank Type of S.A.S. Description of Soil i L ##� Nature of Repairs or Alterations(Answer when applicable) S�J�G,.4 - 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 Certifi- cate of Compliance has been issued �1his oar Hear . q , / Signed �� n /�. Date ( `J Application Approved by // 0 Date Application Disapproved for the following reaso Permit No. Date Issued z THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance i THIS IS TO CERTI that the On-site .ewage ispo al System Constructed( )Repaired ( )Upgraded( ) Abandoned,,( TT at e /�C,/i/C r A� N. thasi/VoOn 6onstructed in accordan e ° 11 with the provisions of Title 5 and the for Disposal System Construction Permit No ated 1.. rm Installer Designer The issuance oft ' 4 t(shall not be construed as a guarantee that th9ste `-ii�j�tinction a .destgrreDate Ins ectov`4' b�--S P _. No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Di.5po.5ar,A stem Construction Permit Permission is hereby anted to Construe V)Repair( )Upgrade( )Abandon System located at 99 J = f and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructiopjnust bN04 ompleted within three years of the date of thipg� i Date:_ At Approved by / ti f / / � /PVVVUGV� � .ALL wLyli 04 ireCD :At ey s Tp#1 w cn FSS R'S M 2 �A R CZe 14 15' =- r nvE � tiF= ti ,� rr;FIR , �TS �,2 �L L 9 r TP 2 1 p 12'x55 S � � �./ � � �.. pROppSE WOODS WOODED - �' —) o .c o QUAIL LAN � -+- _ _ - - `��' WOODED — X CBOH FOUND 49 o - Q pyW--�C1HW OHW� OH� ❑HW i SITE BENCHMARK —51 UPT TOP OF CONCRETE co ��- � � ! r52— —' - / \ — BOUND. EL 48.07' �53— / / 1 POSED GALLON— I �54 � � 50 T1C�TA1S -� �� r i5a�QA"/' OEL 56 ✓ GRAVEL ) l TWJ N OAK It � � .�''�~ � DRIVE �r O� � th s i 12 s Lo TRIPLE / ►� HOL. p 4, 00 ` D (mm qkCED 5 .0 15" OAK DRIVE e \ 400 IL m LLI m ENTRY r cn AREA OF/ 0a m ADDIT100 AL / 80 'FCOOR i a i F'YlC71N2 7 , p� �► 71-, L Q C /T1g0p. /) y SEWAGE PERMIT NO. Ih V I L ' AGE 03/f / Y INSTA LLER'S NAME i ADDRESS S U I L 0 E R OR OWNER DATE PERMIT ISSUED .DATE COMPLIANCE ISSUED �� a ,�� � �� e r 1 � � io'= � R�` l�l� C\ J `- r�� r � !. +; i a a` 'y JY1V o9'7 Fim$.15..oo............. THE COMMONWEALTH OF MASSApCHUSETTS BOARD Off` HEALTH LTH _ - Town Barnstable s ...................OF............................................ ----••--............................... Allp iratiou for Uhip o iial Works Toutitrurtiou Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: Quail..Ln n?? s,Pew..... 617-........................... Location-Address or Lot No. St�Bheld_Wh teo .......................................................... Quail__Ln,.,_jjyannisport..02....7............................... Owner Address aA &- B Cesspool•_Service--_-------••.••----------------•_........:. 128 Bishops Terrace,•-.Hyannis 02601 A( ;e Installer Address Q ......................... r Type of Building Size Lot..... ......... .....Sq. feet U Dwelling—No. of Bedrooms...............-3..........................Expansion Attic ( ) Garbage Grinde ( ) aOther—Type of Building ............................ No. of'persons.-.-.2-------------------- Showers ( ) — Cafeteria ( ) fW Other fixtures -----------------=------------ • W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity-...........gallons Length---------------- Width................ Diameter..,.............. Depth..........1:..... 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 ( ) Percolation Test Results Performed by.......................................................................... Date...................................... aTest Pit No. 1................minutes per inch Depth of Test Pit................---. Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit..--................ Depth to ground water....................... p[ ----------------------------------- •......................................................................................................................... 0 Description of Soil.................Sand............................................................................................................................................. x U --•-------------------------------------•---------------------- W .........•--•----------------•---......-•••---••••------------• ---------------------------------------------•••••----------•--------••----••-••-••--•••-••-----•••••-•-•......•-••••......----•---•-•- UNature of Repairs or Alterations—Answer when applicable---- sta 7 l ate op..off_a-- ................... atone..packed...gxe-cas.LleaLch..git..(-werapiq)-------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TT . p 5 of the State Sanitary Code— The undersigned further agrees not place the system in operation until a Certificate of Compliance has been issued by the booaarr of e th. Si ne( - C°-. ----------------- - -` ........ �1F'-�7.9....._ Application Approved BY C / --G�/I/1 J ! at . 9 Date Application Disapproved for the following reasons:............................................................................................. -••--------------- .........••----------•-------•••.._..-•--•--•-•-•----•••--•--...-•--•-----....--•••••-----•--•----••....•••-----••••••-•••••------••--------•-------------•-•--•---- ----•---•-----•--•••.......... , Date Permit No.........71-......................................... Issued.....811 17.9................................. Date ! r No.?.9:nX1J.. FEs..$5..00............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town..........OF......Barnstable. .-------..................•---•----------------- Allp iration for Uii#uiial Workii Tonarttrtinn ' rrntit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: ........Q26.47......................: Location-Address or Lot No. Ste he W1t?j Leo?llb.............................................. •---------- Quai1._Ln,_,..HYann sport,42647 Owner Address a A.&_•E-.Cesspool- Service--••---------------•-••------•-•--.......... 123.4gjj9Ts Terrace:---Hyannis 02601 Installer Address UType of Building Size Lot............................Sq. feet , Dwelling—No. of Bedrooms......:.........3..........................Expansion Attic ( ) Garbage Grinder ( ) P4 Other—Type of Building --..-___--__•_______________ No. of persons...... _-__-___--_--____-_- Showers ( ) — Cafeteria ( ) Q' , Other fixtures ------------------------ 1 ='----- 14 w Design Flow---------------------------------------------gallons per person per day. Total daily flow............................................g'fQns. WSeptic Tank—Liquid capacity............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 ( ) Percolation Test Results Performed.by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water_--__._._.-.___----_-.-. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to,ground water________--______-._.---. ----•---------------•----------------•-------•------------------•--•---••-••-••.........---------••-......................................................... Descriptionof Soil Sand---------------------------••--•------•----------------------------------------------------------------------------------------••--•-•--•--•- x w UNature of Repairs or Alterations—Answer when applicable._.-_Installat ion__of--a,l_.,000--gal lon------------------- __st one._paeked--pre-cast-.leach••git_•-(overflow)....................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 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 board of,.health. ' / i.rt ! li. , c , r/ V l6 79 Signed......:.............•••••. , • ..!i...•--••----•••...._•••••• -�= ..._.�....�- Application Approved By---•-------•-------•----•-----••-••...••••-•--•-••-•-••----•---••-••-•-•-.•...`......--•-•--•-• f ._ Date Application Disapproved for the following reasons-..............................................----------------'-'-----...-------------------•---••-•-••....... i ...-----••-----------•-----------------------------------------------------------•--.....--•--------...---•--••-••-••••••-•-----••••------•-----•----------•-•••••••-•-••----•••--------•--•••••--•----- Date Permit No........ 9 ----------------------------- � Issued-----8/16/79--•-•---•-----•----•--•-......--- s Date yv. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Totin Barnstable ..........................................OF...................................................................._._.............. r, �rrtifir"" -of Tuntplianrr b TAH CSJSCeS6pbFb�T e viITJA t `��n i`'`>` > �7�`� $a� P° tied', c?�strlg$( ) or Repaired (X ) Quail. Ln., Hyannisport, 02647 -- Stepbd ieev1hitcomb at..................................................::................................................................ has been installed in accordance with the rovisionst f'TI`i L r _f kT y Sanitar C *itaZdl �' application for Disposal Works Construction Permit To_........................................ da.ted------------------------- ---------------------- THE ISSUANCE OF THIS CERTIFICATE ShALL NOT,-BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY K t k p !3 1� 'a �DATE `.2_ w} t_-� Inspector &/;.2...�L--u -. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable 79- ,,�" ', ..........................................OF.........................................--------•--•--................._............ $5.00 No.••-•.....••....... FEE.................... Big alial n `k �nnir tan �ernti# A & B tsspool Service, 12 Bis .ops Ter, ,Hyannis., 02601 Permission is hereby granted---------------- ---------- -------------•----------------------------------------------------------•-------------------•------------------- to "Constr> ua(11)Lri.R�yarnrii5portIn6 " Se` eepne�iosal whim MM atNo................................................................ Street _ as shown on the application for Disposal Works Construction P t No --r a//ted ____ ................................ \ DATE-----� -`- Board of Health FORM I�a• `'.S�HERS LOCATION SEWAGE PERMIT NO. VILLAGE INSTA �1ai>etcT- I/AL R'S NAME i ADDRESS B UKDE R OR OWNER s r �.�e j C,�I�CTeC,A4h DATE PERMIT ISSUED DATE COMPLIANCE ISSUED f�.��- 7fg ,_..k.; �'` ' � � , . �� li a ,: � �V a�...� �\ � '` Uj `�\"' �. <� , . „ 1 :,.. ... A �� _ ,.: No ..... � �G�—`�,'�' ' . o�a a �, Fmis �1...._............... ' THE COMMONWEALTH OF MASSACHUSETTS W. __. .. OAR® 9F HEALTH -------------.. .....1,�F........ ----------------------------------------- �� ApplirFa#ion for Uhivooa1 Workii Tonitrnrtion Vamit 41 Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal r System at: � ' s P 6��-----------------------.................-------- . ... ifr Location-Address or Lot No. .................................. J`-L l ... hn.'N .. (....mil.. ..BLS Owner . p [ Address . 1`GJ..�. .�1-.. /�.t N S.! . ..................................." Installer Address U Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ................ -'-'- -- W Design Flow___ 'Liquid — ons per person per day. Total daily flow.........:..................................gallons. WSeptic TankLiquid capacit .....__ allons Length................ Width__.......__..... Diameter__.............. Depth................ Disposal Trericli—No..................... Width. _.__..._.._._._.. Total Length......_ ........... Total leaching area.___ _._.. ... ..Sq. ft. x // Seepage Pit No.___ ----------- Diameter.__.- ------- Depth below inlet_.(„............. Total leaching area.�� _ ;_sq. ft. Z Other Distribution box ( ) osing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water_-___---_____-_•_-_--.-.- (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---___.-_•_•--_-_-__-. a •-•--'--'-'------•......-'--'---"-'--......-................................................................................................................. 0 Description of Soil-----...........-----------••-------•-•................................•------•------------------------•-------------••----------------•••------------'-----...--------- x c, t--------... --------------- '-- W --'-•-•---•-------- -- - --•-----'-•--'---"--"'-----------'-----......------ --- -- -- -- --------------------------- V ----- --- ----- ----- -- ---- -- ---------- UNature of Rep rs or Alt ratn�=A saver when- ap licable._ _____ ________ Agreement. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIT i.i 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 board of health. ned_._ Date Application Approved BY-------------� - ----•--- -•• -•-------- --��---• ---- -----._ ...�/--- �----- ---...--- Date Application Disapproved for the following reasons:....-------------'--••---'•""--•-- . ----•-•------------...............................................------ . Issued_ •.-S v . C Permit No......................................................... -----------•----------D to Date THE COMMONWEALTH OF MASSACHUSETTS E; BOARD .O HEALTH , ............OF.......... !4Z..................................................... Cardif iratr of Tomplianr THI TO RTIFY, That e nu.vidual.S Zge Di osa ystem c st cted ( ) or Repai ( ) by /i "_ l _. lG - -- ---- �� taller has been in talled in accordance with the provisions of TI r of The State Sanitary.Code as described in the application for Disposal Works Construction Permit No. �................ 7 - . THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE 'SYSTEM' WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector................................................................................... t No........ ... ..................... THE COMMONWEALTH OF MASSACHUSETTS OA RD F' HEALTH -'' Zz"4& f-- Appliratilan for UhipmFal Works Tomitrurtinn Famit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal .. e System at: .... ........ .. ......................... ............................ Location-Address or Lot No AJ -- Owner Address ----- -----------------•---...:................. ..................................... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures .. d ----------------------------- W Design Flow.. ........... lons per person per day. Total daily;fiow._...:.: '. ...................gallons. W Septic Tank Liquid capaci/.._._..eallon s Length................ Width................ Diameter__............. Depth................ x Disposal Trench—1 o. .................... Width__......___..._.... Total Length.._.._ ___.____.__ Total leaching area............ __sq. ft. Seepage Pit No --------------- Diameter... Depth below inlet.__________.. Total leachingarea :tsq. ft. Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date....................................... Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fi Test Pit No, 2................minutes per inch Depth of Test Pit.................... Depth to ground water......................... p6 •-•----------------•-•------------------•--•----•----------•---•----•--.......................--•-•---••--•--................................................ 0 Description of Soil--- .......................................................................................................................................................... U -•-.....------••-•-••...............:. _. ----------....... ........._--•-- -- i ............................................................. - �ri U Nature of Re irs or Altera ' —A swer.wh.n ap livable. _... , ----- +� •- ... -•----------------- - - ---------------- ---• Agreement: The undersigned agrees to install the aforedescribed Individual,,Sewage Disposal System in accordance with the provisions of TITLE 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 board of Health. fined ---------- Date Application Approved BY - `. � Da Application Disapproved for the following reasons:--------._._. --- ____ ____ _____....................................... a r_._. .... ,-- Date PermitNo.........=............................................... Issued......................................................... Date - 1 e. THE COMMONWEALTH OF MASSACHUSETTS xst': BOARD O ,H;'EALTH .................OF......... ................................................... �rrtifirFatr of Tautphatirr THI S TO ERTIFY, Tha nu vidual , D' osa ystem ns. c ted ( <1 - � ( ) Installer at - -- ---.......-•-.---•-_-- •----------------•-------•--•-•.-----.------------------•..-••--.--.........------•-----..-- has been installed in accordance with the provisions of T of The State Sanitary Code as described in the application for Disposal Works Construction Permit No���.__-d�dU................. dated__./'" ��_.: ��--------..._ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE) AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY � DATE.............................................. "'� tior j . $ d>+++'Sui r�, n$pec�, KY - � `�.�' K F-✓n. a;c .r•t i„�.+� `�9 ."`. .,.�i '4r 'v&t..al<•ta::1.�zd..,'t �'..',�e.�:.�n�"�:�:.;.�aa�.7u:..t�.�..ia.'&.z��'+.'*`.�a'�.��"��a��G''ib..�trrwi£.6a��3. i�o-�+.:4d;.�x+:�..,.,�...�-w�...,.'.a� .. � _.. ..: .'�t{�>,�s.a.�+'•'� fik THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH ...........O F..... .. . ................................................... No... .. :.. .w,.... ................ FEE _ .......... On a �attrinnrntit Permisp?n is hereby grants :.. r.04 .:.. .....--•-----•-----•-----------------------------•-••-----•---•--•-•--•----•- to Construct "' e an di . e Di sal S ,t _ gyp �`n R. .. Street as shown on the application for Disposal Works Construction it N Dated.__ �`_t _`. --....... ......................-.....- Boar/ «� �J Board o� +.. DATE..l..:.1 - -I = a -- FORM 1255 HOBBS•& WARREN. -INC.. PUBLISHERS i. 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I a I ' ' r-,w• y - - ---- ------ - - --- - - - - - - --- ----------------------- jag j$ ; 1 11 I '------------- ----------------------------- xa x> �a ISSUED FOR REVIEW ety �' S exacta<� ee vice�cowgd ordFglu 9 S °tix�•Arco-FneLtKal fvorke _ a 50LOMON RE5IDENGE q� � .la;l�a ' ARCHI—TECH A550CIATES 1 a L $ 83 QUAIL LANE, HYANNI5PORT,MA ep oYclo o det gAion of rse prone I+OIIWI tfle express o p arse<el�t of a<�_.e<x Fit rc h>t t-C�ct u r2 i des 19 r�. t n c. S �fal�e.Irc�b M Ffr t r tf,ar act.`.may � arrore,omroblone a pvl<ba . 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L V ent er tnoc arc.�y b errae,omreerone a rne- pon`I"on tneee o-o„_ 0 school otreeE enou x brought to chc tel-e508-420-835B FIRST FLOOR PLAN 'w�e°•tw"or n�H-teU a,,a. rnc.error to b�grmug•art. col;utt,met 020, B Pax-808-420-8304 Oirrorobry ore Eo be i,�ea• r rot Ic GrCLa1 On6/TGG+6+0 PM � N I 1 � I I I I r I I O I 1 O I I I I � i I � I I I I r D I I z I I I I I i I I I I I I i I I I I I I I i I I I 8 I I � I I I I i I --—————————— I I I I I i I I I jlx� 1 0 2-534 X 4-5 9/4 sr I 2-59'+X I g G F p z 5 MY-6 2 ' 7'-0• 6" D 9' 2-"-B Y 9' i' 64' 7-0 If." 14Vj' i',' r 51-0 Vr +'-9 Vr - M9+X YO C s X F i i i y 93 V1' i i ID u 7614E GIVt NN 2-0 C.D.:al 2-6 CO. 2-0GO_ d bI2 M 9I+x HI Av � a -0X6-0 T 7N X 44 W* 2-19/+X Ti'Y+ 3 3 b --————————————— U # W .___________ 1Y- Q'-G VY 19-0 U7 y y- b 1 �9• :1 lie F - 4'i• 7'il' i0'O 47q' Til• +'i' Tao 8'-W x' Y ISSUED FOR REVIEW tli-TUX Irc.M h. ARCHI--TECH A550C1ATE5 a a 50LOMON RE5IDENGE ����;,�� r promX.tim w Gblr4dion of 1 83 QUAIL LANE,HYANNISPORT, MA pen6 ^�t tK �d S utentoaofa<ni-T«� �rc1-�i Gectural ci�sign. Inc. t f thot t.Any O CKOf6.OlnlSOlpnO O(Qb- �" 0 school street Vol-50B-42O-03SS N RY lme erenoloi.t uvc trouq+ to theE f A, TANtAgSECOND FLOOR PLAN ma 02035 808-420-25304 o oe�o t7—d, ao not oie: �Gru1 - DAMWOs e.40 PT1 r _____________-- ---- i I I WN ; p-------------------- ____________J ; I _ D , I a E� ,I 1 1 I I I I „ I r I I I I I A E7 , _ ....- j 31.4' 24W 74 IT-0' 17-D' IT-a . 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PM � 1-T !` -Tj I 1 D '1t I I Rr I I O I 1 1 I I I Z I I I I I I I 1 rn ' - I I - r• � 1 o � � rn I I I 1 / I 1 I I D 1 I I I I I n I I z I I I 1 O _I rn I 1 1 1 D I 1 1 I I 1 z 1 1 77� -i I F------------- I I Ell I I _ 1 ' �El ` I ------------- I I I 1 I I I I I I � I 1 � I I 1 I I I y I ® 1 1 f 1 1 � 1 I / I I / I i _J L I j 1_J 1 I - •• I I I I I I ® I I I I I ' I 1 I I ® I 1 I 1 I ; 1 I I I 1 1 I I I 1 I I I I 1 I 1_J 155"FOR REVIEW eCt FTW Ae iatc%K.hYay )� F g �� ARCH1-TECH A550C1ATE5 S � 6 !h< Nchitectl.*ol WOrka � 50LOMON RE5IDENGE ��'�,�eta„�t 1 proWalion of GblrbVlbn d i 83 QUAIL LANE,HYANNISPORT, MA Mh11C�L K A _ liter coroeN of Arthl-Tun a'Ei rG h t 90 o .I ,t t./< M IY cnt t h qc O <rror6.ombelonp or dly� cr<pmaW.—these o-anl- 6 oohool ertreeC tol-509-420-5555 aholl kn brovyht to th< EXTERIOR ELEVATION "� of MGhF im Awor vilaer�mw 1< ��a A—, eotuFC,ma 02035 f ue-508-420-6304 tlo t ecgla tlrglr In A 6A6/200A 6.� PM t\ A D (n r " D A A : rn - r o rn -, .- 1 r_____________ ------------ ------------- ------------ p I I r I I 1 O l n I 1 Z I I 1 1 A \ I I I Z I I 1 I I 1 1 I I 1 O A I I 1 I I I I I I I I 1 I 1 I I 1 1 1 1 I 1 rn r 1 1 1 1 1 1 rn I I I I I I ------------- - IU3 ------------ - ------------- - ------------- - ------------- - 1 I 1-Y l i I I I I I 1 1 1 1 I 1 I 1 I I I I I I I I I ' ; I 1 I 1 1 1 I 1 I 1 I I I I I 1 1 1 1 I I I 1 I I ; 1 it I I 1 11 1 1 1_Y I I 1 1 I 1 ; 1 1 I I I I I ; I I I 1 - I I 1 1 I I 1 1 I I I I I I 1 1 I I I I I 1 I I I 1 I 1 I I I I I I 1 1 1 I I 1 1 1 I I I 1 1 1 1 1 I - I I - I 1 I 1 I 1 I I 1 1 I I I I I I I I I I I 1 1 I I 1 1 I I I 1 I 1-Y I 1 1-Y I 1 I55MO FOR REVIEW r1Y-Tech Axocbtee.plc. i s t ��, o �w ARCH I-TECH A550CIATE5 a �°pyr t R'OtOcti°n Aet•°1 � . 50LOMON RE5ID�NGE 1990.'g"A�ycopy Itcrrdbn. L 83 QUAIL LANE, HYANNISPORT, MA �A-bt mmbnR si.l oob ror Ar cnnllr ment of O •nrR«c" . �rc f'117'+oct W r�t d es i g n. I n c_ that or dbnl � 6 EXTERIOR ELEVATION evalclen a'thex tea+- B eahool etroat tel-508-�420-8386 L Mcf>elgll be bol,�t to}M °tee. b°ftogi�n`t"y^°°°`o k. aoturo,mit o26sB 4ax-50B-42o-5304 v(me mbrro ue to u�wea do rot xolc drey.in a 1 9/I,/7004,.le AM LS IN V-2 VW LW MDl (nl� �Q o - Z o a i T°p°F'g1OAlIDN RWL 6 do T � • VARIES -, ----------------- VNgE3 • ' I 1 1 I > 1 � ---- - --- o rn � < < D I I � o - 1 i I L--� I . I I L I e laa uv I 006 I I VAR r II D I I Z 1 ° I , I z I , I I I I 1q.0 VI' VARE1 15%ED FOR REVIEW T¢dl Aemo(.bteq K.ha g i i i 4 E a ''''h`°`�'�`�° ARCH[—TECH A55OC[ATES 9 a 6 the Ar�mt�'i„ra w°rlc, a 50LOMON RE51 DENGE �-�'��°�l'�kt.°P 1 55 QUAIL LANE,HYANNI5PORT, MA p lo�o Bret wlwnw tRs pla• Krnit IRe¢R�re� rtten cawcnl of kUl-Toth �f"G�'I ItGGt l..l 1—c�1 G�G481 g 1'7� 1 Y1 G inkYge- �p Meo(qP thgl qGt.Ary o b•lons or dl¢- 5 Bohr-ol mr-roef T.O�-g08-420-�j3s6 crepmc�¢an these arw.- EXTERIOR ELEVATIONS .�,¢h°II b¢Rxay,t t°t„¢ AND 5EGTION OF GARAGE '°"° °`A "�TeG"N'°`Inc.Prbr In n¢9D„;g.nri�. cdtutG.Mfl 026.9$ fax-808-420-Ei$04 - DimeRwbro cre to x wed. da�,ot scgle erq..n, a - enenoor e.+c►.I r M - - -- eR I I ; _ Epp s'-a r3 m _ i�ilY 4 a4 IN "• ° 9 D ail I .I rn > rn .tVrt51 I I U i ; o T z � T $5 s � P �0. D A W d a GG fQ$ j9 �p�4p $06 1pg'g 2 • �< e1� I { �l ID � � T ltD 9/v« ,'-09/D` a'-6� s x �5 1 r 1 ids- NA ° iyg I x yyv � r i D Ike d � i D t11 Ul � I 1� 1 I -- I tg . M I Y' �� �!llQQQQ1III � � I 1 15SLED FOR REVIEW Arch-T rADea� ..K.M s ` ` "� '"^"`�`� � ARCH I—TECH A550CIATE5 �p�yant�rat«t�,,mot•of �. .. .. .. .. .. . 50LOMON RE51 DENGE on�f�a. ��lla�Of ObifQrolbn Of >) b k S 55 QUAIL LANE,HYANNI5FORT, MA "^ ntc,.o�,+t of Mcni-recn �re hl 1't6e-G U rF,3l I d CtA31�1�1, f 1"1 G � /� nFrYye- (WY� o rror o�thot oct.Ary I..IOIro of tll.- FRAMING SECTIONS 'n<�. a�nbt o o x nn r~enimy°yat"o•�w 6 aaMool street tel-509-420-6�536 ooturo,ma 0208s fax-900-420-3304 Dlmenswn.are�o ve uxa. tlo not xole dro..m . 6/16 00-6.40 F4 2 UHF ( F {� _.-] ...-�=-ti-tea L.':il / > rn O T YA a�� -0 y4'« 4'-0 9/D' oV O l bb'4•D' t 0 U ;RgR ' $ ' l I (.--JI L - 1 I i•�.. i. i � I 10'b YB• 14 U4' a > rn 6'•10' r a — • O z ��2?�a• �� �N 1� u'a � $ fig D•-4 yr �'�� Y� e rn �_ O y ] �) e••4 w' � e as iV-iW FOR REVIEW 1 Aeea<IDlee,qc.tia R g trOq.Yge ocG«GYg q s s the'or<nita<t�o Workn ARCH I—TECH A550CIATE5 a 50LOMON RE5IDEN6E 'o pr a proouetbn«Gre1rlMion of ZF 83 QUAIL LANE,HYANNI5FORT, MA "K pe^^�D^�D t� rc h Itec�u ra 1 d a�I g r1. i rl e. r Dien<oneenl of M<nhu�n { m 61ee,le<•b on"."Ae ,y cat oombn�oroQor O A reponcfee on tneee o-ati- C3®oFtool etroest t01-508-420-8336 in ea,ou tx n.aVgnt to the m�'enwn or�rcnr-tecn oe76u1t.grit 026.35 4ax-508-420-6 5 04 FRAMING 5EGTION5 6/16/3004 6,40 PM 1------(pranl•X,vrLvrlt♦T.�Sr--- V 1 n I 1 I 1 I I ,O 1 1♦ N 1 Ilk i 1 x D j � 9VY A"a b'OL. 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S ' .,5 ,VY Aam•b•OL. w La s y I I I I I I 1 1 1 I 1 1 y y y y 1 O 1 I I I 1 I __ __ ____ I I ISSUED FOR REVIEW W-Tech n,1—her d""`°'°" ARCH A550GIATES va,�er'l a " a SOLOMON RE5IDENGE ��ho �m' .. .. 19 'y"Aru,copy,a"—tro. 3 83 QUAIL LANE, HYANNI5PORT, MA E�„;!,I e a a t^e h itec Cu r21 d ems l g n. Inc_ ant of that t.Any U crr�Kta�e a,�lrem t�� YKp 6 mcF>Iool ottroet tOl-608-420^�:596 O alt nlion IW ArW- A»oc . lFl FIRST FLOOR FRAMING PLAN IrK:prla ea I��I.nlrl�.lork ec7zL,rc.F,,.020se -FAX-BOB-ago-�oa• - Dimaretorn qr• q b•wJed, aq not qle draw DAO/200A 0.90 PM � N > rn O 9 U2'A.620`0 16'0L. (21 21005 . Z VV a o -TI r O € O 9 10'A$201•16-OL. A � A D 3 V' 9 UY A8209• 'OL. r VYAA •W Oc. Z 9 1n'A8209•a•Oc. 9 yr f•la•oL. 9 17 A.6 •0.OL. a Aloe L7 E Y �•AamS•1e•oL. .>< � 2 a I(I'A6m0 a b'OL. R R E 9 VY A6905910'OL. SWAJS-0 a16'OL. 9U2'A8205•WOa. 0 9 I?A.9dO3•W OL• 9UYA.b2%•WOA Te o nex bST � _LO%b�N! 9 Iq•AH-XIi 0 16'OL. 9 VX AC-.VS WOG. 9 W Ab209•IY Of 9 Vj'Ab-20S•W OA 91/1 A,209.1••OL. V g119 R W 9 4 444 0 4. ___4LL4 1550ED FOR REVIEW � ,� ! 4 3 Q C g � erg y.ex,�•�"��� ' ARCHI—TECH A550CIATE5 Lhe-AfGhlLe SW01 hlor �• a s ` a 50LOMON RE51 DENGE q���ae�tl„� o 83 QUAIL LANE, HYANNI5PORT,MA 1 b U Ineee Pmm wW oN t o exp ea• ♦♦ . ;q�t t f that t.Any Pub Lno•e crq..- 6 r ecFtOol•stroet••non =T V to the Cpl-�08-420-B.9S86 SECOND FLOOR FRAMING PLAN 1 o�(e_1�, iL ..uM.ms 02636 fsuc-808-420-E5304F ' q0 I(OL 6Lgle dfgwi 6. I OM+/?OM 6,a0 FM i 13 V fl 13 l! N O 2x105.V OL. O%109•W'OG A O • 21ws•M OL. zws•I••OL. t o y 3 z >i . 2)605 0 0'oz. a 7xb50 16'OL r � $ D z 2)"S•0'OL. 2XIft•Id OG Og m 4 -� 9005•V OL. \ 6 6 h °o t1:J I I xll L q 19/ %p L \...h� \�\ �\�♦ -.'`\\?\+fit.a\L m � a u r\\\\\�\\\\\r\\\\l\\\ 1911I 4 V7 I _ l • to � by rt � �'. 31.?r'3'� y,- -�"r•i'�''It�' �`rK'..,^<:�:� 1AOs•I6.OL. _ s • o g h a � N1',Y4111t LK vac uzs•w•oL. zws•woL. sg aid �,ps ..c. `e P I XII L 14 LK I`4 11 4 Q 3 rt j P L L _ L_ L_ ISSUED FOR REVIEW ai-Ta< as.Irc.tp ARCH I—TECH A550CIATE5 § s the'MGhItGG11,rO1 YYofka a 50LOMON RE51 PENGE q , Stan a, t 3 85 QUAIL LANE, HYANNISPORT,MA paa<teno a•tatnn« �m^IOM r�IthOul uC•iprEba pt• �•nt of a<�1-,•<� �rc F-t i-Cect u r�I d 6�1 n. 1 e-�c. 0 fi ne•o N o n.IK.,m a Yrfrtn(/e- t t thoL t.A'y Crror•.Oml•St0l1•or da- .!lo�� mgepon<b•m,tn.s•arc.- 6 school etroet tal-608-420-88�3e3 p alCentb�ii Io1 aW-7eq<n Dana g ROOF FRAMING PLAN I,ti.,rlar to t,e aoturt,ma o2c�� ram-eo8-ago-: oa Dim•robrn<r•So be—d, a0 rwt sL IG Gfpra S •a V-41/2' '1'-3" ` V-41/2" 1 EO EO. • m m N N X x it n� • I I V 1 1 ® _ I------------- sn 1 4 I I iv iV i I. I N x I I I ! o o f II I - N I I I x1o' ' -- ---- -- - w _ -`` --------------- ------ -`-----__--_ - Ln o SIM 7 8 LV RIDE U I X II Z 8 L/L RI GE 6044 N HT UNFINI5HED y ASGDH 2g53 4 (3-0 X 6-11) ui I O 2- 5/4 X -5(2)2XI0' R.O.3'-2 3/8" N • � m m i I I sn sn — —� -- — ———————— ———————— -——-—— --------- � I I O O I I I I p I 1 I I O N I--—————————— —t N • I I " I I � I I m a� 4'-5 23/32" I x x ;s 4 OC Q ILA EO. EO. 4k V-41/2" '1'-3" V-41/2" r ROOr FRAM NG PLAN RA & E SECOND FLOO- R PLAN i ' - o " SCALE : 1 / 4 O " f,. l 1 1 x >; s V � � b > — !• A a _ lP i 24 4%4-594 lP Y------ ---- -� O %4 /4 r T I I O 2i 4% . p rn I N O A a a � m ' r u b ;o Z 2 4 % lip 2 n I I 1 --------------, Rz� fi 23 SN x 4 3/4 I IU ----------- I>(p ➢1N4 1 2-5 n /4 E 2-exse 'to § e yy a n3-0!/a a •________________________________________________ A I - 2 3/4 N 3/4 . y 2 3/4 2-I Y4 � - 2 a •I v4 .T Ad � sy' S'-3' S'-S!H' Y-0W' Ids 34 NLF K Q Mv4nNl4 D . J 2-9 v4%I4 9/4 70 'a 2 3/4 N 3 4 2 3/4 2i'.V4 ALL14 30S 4 }S a/a 1-5 t/4 r eF e y d U a ,LLD. 64 LD. 2� 1 LO. a , I I $ ip s i0 _ ash 'Z b 2 S/4 A1-5 W4 N �13 a d --------- - D ➢ ? !ib ;;g •lcow3xe cy- i0 I4 v4%N3H A o I !• 3, i� 3' i� 11a0N3iA y ' O 3 ASG O V 5 x �� ao i x x x x•� �L' x � x• x,'� �' x' u x S -2 V2• u•a!/e• T-61m, ' ---------- ------------ ------------ F�iw w xm d x> 4• - u'31M' n'4 - 77-v ISSUED FOR REVIEri a<I:-T4<n n Ile.reap . e+pe--ey rescree Me<opylgd 50LOMON RE5IDENGE ""` `" � ARGH(—TECH A550C1ATE5 a 9�d' � `on aim' u .. .eproeu<Ibn a�,t.n,t,>n nl 1 L o 83 QUAIL LANE, HYANNISPORT,MA a rc h t tBc C LA ra i d��10 n. t n c. u eteo<oloem a/r<Ix-rrge<en O � � S neSOLbloi that octFr/C.. errore.omrollone or m!y T,el-308-42O-B33B rrr,c.»�Nwll bt brwCfl to tlK r dteniton of N<N-Taco M•w- p 036' fax-608-420-6304 FIR5T FLOOR PLAN olmel.,wre va 0o rot x le cva.+l W t/� /p ��ry{7 2YY 3 d I I > rn I I O • z I. r i I O I I O ' I I I I I r I Z I I I ` I I ; 1 I . I 1 I I ' I I I I I I ( 1 I --————--———— I $ I I I I I 1 I I I I ' I I Mr I T j I NN •c 1 s r+:• oI 1d Y{xw VA b •yr QP k -F 1� s•3 N• �• ,1 I v D o � ld%Id 1 ld . d 1-0 GO. . d 7d•/-X 7d./-.-- —---_— IIrIII��I � 7-0 W{x 44 N4 b= QQJJ N BA x A-II y{ 1.6%b0 (11 pp O 3 3 s yr rl v{xl-1 u o yr -------- u,-n VY —— IS" s� Y r, L.sr I __ I 1y +T C-e 3.11' 11• yd• 10'4' '. 2 °. 0'4 a Y i, Y ISSUED FOR REVIEW - <I�-TebN AFCHI—TECH A550C �lYvpesb l�<OprXln d�t/rbe nllc£t�rolo�rdd lknb >t P e RE5IDENGE 50LOMON tlonAcl °I t a oO+clian a a t.bl'oo d YANNISPOR o" """°o`^` r.bb 0 83 QUAIL LANE, H T, MA ton<o bj t N<nr"- t e nbbo<aocb.Irc..m a w rge- fit-o3oe 1j L � u mo f o�t"ot t.'°may 6 ecFool etroet O err s u�lonb or am- _ Prx-60/ 02055 ►Vi`-1 0 YY��gqtb°,�`rwi�i>c vwq�t oobutt. oltenlion of Ncl�-T�<n ra°rk PLAN SECOND FLOOR o�m��lwn �'"°• ao rot scdc °r-u+l • 9 12 DAB I_Y--> oW: l2 e L / Co • _ 2-6 - ` y _... _3 �►EC�1�tM5,..;P ._ `L.tS�.:,GAL.,` DA _ 3?5C3 GAI, DA , u T y • 1 � � .�3 7 Ir • EWfco�l rt L A;GN11.tt_—A-,Q A...(?=PC Bo 2>-� •z _ec2._ :M ,.5 78.5 x"I_ 78.5' G'AL5 LLD AI:L. 21T.2xN _.2Tt "IL)Qa5x.Gr5=4"ti:, GAtS OT,QOa,,CAPAGt'CIY . ,51I5TLhAIle 9 ,�. AL , . _ , , y x t= —.� 13N Pt �P 7 4 u -F ��� ► ; .err i G 7 't „ 2 , , N. �. } S R EIS ',Gi�AuE•�_ �o � - • I1.1t.E'C . -•� a INVERT 'D �en.o �"�� }: t �\ qR.AYlcL At.t�lb 1 F T a. 4 ; __ - _ .,. . � R AND,�GUNN• ,- ,,;, r�• .•, 0 1� ``I rya� ��Iy E • � _ _.._.r,._...._ � I A'R C H I';T E C T S a-. 1 � -•- sb - ',!`; ;• a JOB NO. o MA TREET`�`HYANWS ;M SS." 0260U' , 1 "q..r k., C ►. ., rr �`�...J'p F.. , 396 ,r A t _' :. _ a , ♦ ..O !,...y.k,. r .+`....r _.,., ..,�..,, �,,'+�,,: ." .�...::':F i err,. !.' a s," .. O - . t - yx,_ ^»* J }S,rM; J•�°+h.i. ( •ri' i,'.# wa' 'PS t , 11 _ - . ( 'T�?r:r :S �.'3'.s ;"4.Y(• ,..•cxs v. .t. , \�_: )Ate' • ' ° I: '" 'i °„ .-,..t' .4 .i.7 i a:t - '� �.rr+ l. .1 "1,1• �! • [[ l- 4 .. �r � E YS r,�. "�' �T. ,��$''a„ ,, a I `,' -�,. r :c` �,� ;i• ail "� w ,.t ,I f , .. _ .. . ,.. . . y,,, ... 11 ram•,, r,� u f.. AD a 1.. ,• 'k. zh -�. :•s• "#. .X' '. r. f .RQ, a:Y� (-' „",.t `J" t :'•7 .,, i a 3�y r..x >s �'r.• d.• t, � � .�y»'j'�,�^°�,°� J,. , +-t'4 1 �hJ�J 1����„«�"y Flv`4f�w'a.1. -•, .1 h,, 1 �1[.r :.+r,;3•te •�..J � !. i` �'v Vie'. - - e ., � ,. 4 r 1 • yf , SHEET s- E I ICS S N5': N .y ,... ,;� ., r_, •: .,,,.,,,;,, { ++,.- ,, »l - -i _` v.:w�� —. . -._ ..t �..,i,.°+,lE.i�,•,Sr' ,� 3!:' .t<I •r »e'il�b '1 - C/• A �'f'' ! �y � C • - ....tV.r.>I�L 3 .$ 1 Q 4+.J:'�-..• 1 \.! • � �,. ,tee ..5 er, C - - • � ` ;.+ _, IFY.'ALL a.^' _ l ,. CONTRACTOR SHALL YER ,,. . ," K,,?, �' . •' �' �', . k �,. <DRAV/N, B`f � +�'w +, O� Cra sDtM S1ONS�AN� CONDI "•. ,., - _ " •' .0 E S,A N - 'C`ION Sllf T ' 7 1 ' 4 .X i SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAILOT TO SCALE SOIL TEST PIT DATA. P#10,754 LEACHING DETAIL: NOT TO SCALE RNo.iSiO : N NS DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS : 5 49.0' 1. 9/1/04 WATER LINE TO TEST PIT _#.1 TEST PIT -#2- NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO D CAST IRON, FINISHED GRADE D-BOX GRD. EL. 43.5 GRD. EL. 43.7 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 4" PVC GARAGE EST. HIGH GW. 27.0 EST. HIGH GW. N/A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING CREEVMEORVABLE I 2" WALLS NOTES: PIPE 0 a a UNLESS UNDL"R PAVEMENT, DRIVES OR � ® 0 0 a 0 0 o c °0 0 o a o a � a o 0 ao ---- TEES TO BE CENTERED UNDER MANHOLE COVER. A A TRAVELED WAYS, WHEREIN H-20 LOADING ^ LOAMY 4 3D " LOAM 4 3D " SHALL APPLY. ;v. v..+v.•v..+.v.•vT�;-v..• 2 PW B, 1 UNLESS UNDER PAVEMENT. DIST. BOX TO WITHSTAND HDRIVESOR LOADING c OBSERVATION c c °0 c° B 8 B 7 HIGH GROUNDWATER COMPUTATION 3. ALL PIPE CONNECTIONS AND CONCRETE » T T TRAVELED WAYS WHEREIN H-20 LOADING o 6 UNITS ° , CONSTRUCTION SHALL BE WATERTIGHT. 2-24 DIA CONCRETE MANHOLES o O O 0 50 12 / 0 0 0 0 o HIGH DENSITY LOAMY SAND LOAMY S ND (BASED ON TP#1 4. FILL ALL UNUSED KNOCKOUTS NTH TO 6" OF FINISHLGRADE�GHT � � _F 15 SHALL APPLY. 00 PORT o0POL0YETHYLENE INFILTRATOR 3050 0 IOYR 5/6 IOYR 5,6 MORTAR. TEE TO 8E UNDER 6" ! 8 2. PROVIDE INLET TEE OR BAFFLE WHERE 0 ° o GENERAL NOTES: 30" 28" DEPTH TO BOTTOM OF HOLE 12.5� 12" IN. 55" OUTLETS a 0 °O ° 0 °° °o°o °° °o° 00° 0000 0° 000 °0°0 000 0 °o °0 0°0 EL = 41.0 EL = 41.4 INDEX WELL MIW_29 ' M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1. THIS PLAN IS FOR DESIGN AND " �� •� a�L'• . .�� T IN PUMPED SYSTEM. CONST UCFAN OF HE SEWAGE WATER LEVEL RANGE ZONE ON LINE _ A_ 3 ', �/ a%� L- " 55.0 CURRENT DEPTHOINDEX WELL(7/04) 8.8 " RAISE M.H W�.- 4" BOTTOM ON LEVEL 2 " 3. FIRST TWO FEET OF PIPE OUT OF DIST. PLAN VIEW - LEACHING CHAMBERS 2. ALL CONSTRUCTION METHODS AND WATER LEVEL ADJUSTMENT 2.1 do 3.1 10-6 6 MIN. 3/4 TO BOX TO BE LAID LEVEL. LOAM do SEED DISTURBED AREAS SEWER BRICK .. • - _ STABLE BASE RR MATERIALS SHALL CONFORM TO MASS. » ` CROSS-SECTION 1 1/2" C USHED AVERAGE WATER LEVEL ADJUSTMENT 2.6 -- 10,_p. dt MORTAR 4. ALL PIPE CONNECTIONS AND CONCRETE D.E.P TITLE 5 AND LOCAL BOARD DEPTH TO ADJUSTED HIGH WATER 9.9 NORMAL WATER LEVEL 12 STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. -0F HEALTH REGULATIONS. 3" e: 3' MAX. COMPACTED 'FILL 36" MAXIMUM 12"MINIM M 3. ALL PIPES LOCATED UNDER PAVEMENT PRECAST SEPTIC TANK a 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ° 0 0 0 ° o pO0 ° o ° 00 40 OR EQUAL. ion 14 - 0 0 0 0 000 0 0 0 00 0 3 LAYER OR TRAVELED WAY SHALL BE SCHEDULE 65" HIGH GROUNDWATER COMPUTATION INLET TEE 4 5'-1" 30 t 2" O HIGH O 00 Q PEASTONE _ / T. � DENSITY Q REMOVE 4. THERE ARE NO KNOWN PRIVATE WELLS BASED ON LOW SPOT ON SITE - - - 5-2 4_6 30" 24" 08Q�Q` POLYETHYLENE 00 Q LOCATED WITHIN 150 FT. OF THE 116" " " 'e 5'-8" Q UNSUITABLE C - C _ _ 4-0 MIN. w I"M ; 15 1 2" Q PROPOSED LEACHING FACILITY NOR / EFFEC. W Q INFILTRATOR 3050 (D Q Q MATERIAL FOR MEDIUM SAND MEDIUM SAND ELEVATION 27.0 - 5,_8» 3 :; LIQUID DEPTH DEPTH 0 O 5' ALL AROUND ANY KNOWN WELLS PROPOSED WITHIN PRECAST DIST. LEACHING O 150 OF ANY KNOWN LEACHING FACILITY. 2.5Y 6/6 2.5Y 6/6 s` e. BOX 1 00 CHAMBER Q IF APPLICABLE 5. WITHIN LIMIT OF EXCAVATION REMOVE NO G. WATER INDICATES } VE NO G. WATER I H _ems• BOTTOM ON LEVEL STABLE BASE a 47" _,•_ 50" 47" 3 4" 1 1 2" IMPERVIOUSALL MATERIAL.L, SUBSOIL AND OTHER - 150 144 y ESTIMATED / / EL = 31.0 EL = 31.7 - •a •a WASHED STONE SEASONAL H G 3" GROUND" WATER PLAN VIEW 7 1/2 12' 6. REPLACE WITH CLEAN WASHED SAND DATE: DATE: 6 MIN. 3/4 TO f 22' OR OTHER CLEAN GRANULAR SOILS 8/4/04 8/4/04 INDICATES "1 1/2" STONE ���� CROSS-SECTION VIEW PUN VIEW CONFORMING TO THE FOLLOWING CROSS-SECTION OF CHAMBER TEST BY: TEST BY: OBSERVED SIEVE ANALYSIS: THE BSC GROUP, INC. THE BSC GROUP, INC. _ GROUND WATER LOW SPOT ON SITE CB SET 1 P SSANo.850 SEVE ALL DAVE STANTON DAVE STANTON INDICATES NO EVIDENCE OF 135.86' N69'53WITNESSED BY- WITNESSED BY: ELEVATION 27.0 '09"E DESIGN CRITERIA: `'PA S No..OF No. 0 SIEVE SHALL i1 ,�' <5 x OF No. 4 SIEVE SHALL PERC. _ PERC. RATE: PERC. RATE: TEST WATER. AUGUST 2004 . ,,-- �, ,`' JDDESIGN FLOW: PASS No. 200 CBDH N69 53 09"E�' '" -� ,,'' / 5 BEDROOMS AT 110 G.P.B. D 550 G.P.D. SIEVE < =s.o _ 2 MIN./INCH _ 2 MIN./INCH c , ,.- --' UNIFORMITY COEFFICIENT 0 No. 4 j SOIL EVALUATOR SOIL EVALUATOR INDICATES FOUND 137.39 / ,-- ,/ r�, �. � 4� �� / CRAIG FIELD CRAIG FIELD F UNSUITABLE f,,�- ,� �/� , - /' 7. EXISTING UTILITIES WHERE SHOWN MATERIAL r�� �/ / J f�. ' f `' "�""v ' Ln IN THE DRAWINGS ARE APPROXIMATE. -'� "' • �»�• T •�` LIMI �F FMEj THE CONTRACTOR SHALL BE RESPON- SOIL CLASS: SOIL CLASS: \ `'� \� -".�. _„/ •� /:�.. '• �: / ,,-- LOT 29 �C�'''� o REQUIRED SEPTIC TANK: ,, r' �,,,. WOODED.---EXCAVATION 0 ® SIBLE FOR PROPERLY LOCATING AND ,•� - -,, 'y COORDINATING THE - ''� � A K,.EINES/ VOODED�" �- SEE NOTE.- 550 X 200% = 1100 GAL. f PROPOSED CON L.T.A.R. LT.A.R. '� �` � i•�T��1L6t�G�� '"`� � -'� E_ 5 AN�B�'fi ...--� stRucnoN ACTIVITY NTH DIG-SAFE e, --_ �, s �Alra`Y -•- �. n ' -___ SEPTIC TANK PROVIDED: _ . 500 GAL. AND THE APPLICABLE UTILITY 0.74 G.P.D./SQ.FT. 0.74 G.P.D./$Q.FT. \ �`� +.�..� '�. r ,� / E x5 ✓ COMPANY AND MAINTAINING THE p T •► - TP#1 a EXISTING UTILITY SYSTEM IN SERVICE. i yr �C� S 0 DIG-SAFE SHALL BE NOTIFIED PER \ `� \ • A'SSE � M 2 r = = EnCNF� q" - /- "" SIZE OF LEACHING FACILITY REQUIRED: THE STATE OF MASSACHUSETTS DATUM: \ ~', `.� '�. .! , '� / A R C ' 15' ' d•fl [G ^R 1 - ,,,.•�"'' r,ri STATUTE CHAPTER 82, SECTION 409 ASSUMED \ ` �`. -- `-- - 84. ' :p�RQ � 1p2 s DESIGN PERC. RATE: <2 MIN./ INCH AT TEL. 1-888-344-7233. THE VERTICAL DATUM: \ j -� S ? 74 / ENGINEER DOES NOT GUARANTEE ``� -�'' _ - - - -- - - --- LONG TERM APPL. RATE 0, G.P.D S.F. '� ,,,,,.-- 1.-•• SAS ^•,_._ --'" W ,,,,,,..,.r_ THEIR ACCURACY OR THAT ALL BENCH MARK SET: TOP OF CONCRETE BOUND ELEVATION=48.07 \ a p�� _ - SJ,2 a± F..-- POSED 12"55 _ "� i"' UTILITIES AND SUBSURFACE STRUCTURES \ \ '` 'ROPo "`� --'WOODED PRO 45.0 I �. 550 GPD + 0.74 GPD/SF - 744 S.Fl ARE SHOWN. LOCATIONS AND QUAILLANE \ \ \ S1E / .- J� WOODED o - ELEVATIONS OF UNDERGROUND UTILITIES \ \ ` \4IP-RAP . ` - _ -- --- - - - CONTRACTOR SHALL VERIFY SIZE, I THE " _. TAKEN NOT TO SCALE \ �-�` .�---- ` �"'� ..Y._---�-a�a-�- -.--- '�` `� � �..... SI Z s zE, PROFILE. Oro \ �`•, ;/'"' G _ E OF LEACHING FACILITY PROVIDED: _ TIES WOODED 4 --' -�� --'• /C -~- "" AND STRUCTURES AS REQUIRED DLOCATION AND INVERTS OF LIPRIOR EL.=A \ \ -- CBDH TO THE START OF CONSTRUCTION. TOP FOUNDATION FIRST PIPE LENGTH •p �-- �0 r _� / FOUND CONCRETE COVERS TO WITHIN TO BE SET LEVEL \ �� \ � -'' �� __^49--- �-� --- /� USE HIGH DENSITY POLYETHYLENE j EL.=61.0 6 OF FINISHED GRADE. FOR MIN. 2 FINISH GRADE \ \ tr O ~` 0 ""� / ''` ( ,,.,""""" 8. THIS SYSTEM IS NOT DESIGNED FOR =- LEACHING CHAMBERSC,6 UNITS) 12'X2'X55' THE USE OF A GARBAGE GRINDER. .-44.0-43.0 �� .�+ ts! r � _ \ '� QQ` a w '''❑HW �o ❑HW_- _ ❑H ❑HwIS NOT 4* PVC SCH 40 L l _ - -''' / UPT TOP OF CONCRETE _ _ RECOM ENDED A GARBAGE GRINDER » Hw ._--- �.�- i SIDEWALL 2C12 +55 ) X 2 268 - Q DUE 0 RECOGNIZED SCH- --.----- -,--•----....�.. ._. �._. .�..._...- � � � .. ,: � ADVERSE, IM. ACTS TO THE LEACHING - �'6 4 P HW - ,_ ❑ - 52 » UN 7.-- ;. BO D EL 48 0 - , LEACHING CHAMBER i. ', :..--~;. _ _ FACILITY. �- BOTTOM 4 P ❑T OM 12 X SS 6 o >�- � 60 Q, 5 . 53 5 1 - � 9R8S,F• 5 O .._.-- 9.. EXITING INV ERTS ARE TO BE CHECKED BY ' \J-.B \I-D I-G �� 6 �Q .••�� R� �OSED� .,,..�~ �5� -_-_- !� /�" / ,� • - THE CONTRACTOR PRIOR TO CONSTRUCTION H A S J . Q`�-' '�A .--- oar Gs�.Lc 928 S,F x 0,74 GPD/SF - 686GPD I=C I E 5 OUTLET 1=F ' _ '�~� Kifrn, _NK -'"" '.I �� �,( 15 At�j ANY FlELDTHE ECHANGES THAT ER IS TO BE OMAY EBE F �'''� 3 '\ / 686GPD PROVIDED > 550GPD REQUIRED REQUIRED. DIST. BOX 5' SEPARATION AVE * n 49 '�/ / C I `' ►•••r•"' /SEPTIC TANK ��..- � � � 15" ` EST. HIGH GROUNDWATER ..- GRAVEL � ' �,.:� GRAVEL ` TWIN OAK -51-- f ` DRIVE /� ```` �'' DRIVE 12 ��� y• ,,, �; o fa�. TRIPLE LOCUS INFORMATION Q \ ` ' s HOLD ' INVERT ELEVATIONS: \ ` PROPOSED �o% "t n s 5 ' �` 5 .0 15 OAK CURRENT OWNER: ROBERT & NANCY SOLOMOM G, ,R o U P V ' O� .?, /'� O RESURFACED / y 4, GRAVEL DRI TITLE REFERENCE: CERTIFICATE 125698 , TOP OF FOUNDATION 62.34 A �� '�, �� / �" �� i � - 657 Main Street RT. 28 Unit 6 4" INVERT AT BUILDING 53.0 B OGARAGE 51.0 \ -' !J PROP. W. Yarmouth Massachusetts \ f L -`� - .� ,� i ry� PLAN REFERENCE: LAND COURT 19844 J 02673 4" INVERT AT SEPTIC TANK (IN) 50.0 C 1G�9�� / 508 778 8919 r ASSESSORS MAP: 287 4" INVERT AT SEPTIC TANK (OUT) 49.75 D ENTRY r �_ ,� ,--� PARCEL: 144 4" INVERT AT DIST. BOX (IN) 40.87 E 1 r'" ' g� -�' �' a PROJECT TITLE: " 1 12 ---- -- ZONING DISTRICT: RF-1 4 INVERT AT DIST. BOX (OUT) 40.70 F 1 1 ( TWIN OA AREA OFF _ ADDITII�L -- 80 SETBACKS: FRONT 30' -FLOOR �; SIDE 15; SITE PLAN INVERTS AT LEACHING FACILITY: j 1 SPACE ' EXISTING 172• „� N4 REAR 15 ` �WELOL N6 ,� MINIMUM LOT SIZE: 43,560 S.F. AND 4" INVERT AT BEGINNING ' 0 ' , > FF=63.0 „ 1 61 OVERLAY DISTRICT: AP (NOT A ZONE II) SEWAGE DISPOSAL OF LEACHING CHAMBER 40.6 G BREAKOUT 41.1 I /TRI E 18 1 OAK FRUIT. /� 6�`L �►A� FEMA FLOOD ZONE "C" AS SHOWN ON PANEL SYSTEM TE 1 ROPosED � DESIGN ELEVATION AT BOTTOM 1 TREE � TM ZONE DISTRICT:/� � ` � � #250001 0006 D REVISED 7/2/92 OF LEACHING CHAMBER 38.6 H > 1 1 PA110 ADJUSTED '� ! 'i/ t e? _ p CRII 'IN ► It PLAN CIA GROUNDWATER 33.6 J (SEE TEST PIT #1) f I i �► ATIO / avlL / 7EAOCISHOPSI ED 6 / No.32112 j ACTUAL G. WATER CONSIDERED I �/ (;� T- " '�,� #83 NO OBSERVED GROUNDWATER ( I �0 4' DEt`P 3'-�' 12�/CEDAR • a LOW SPOT ON SITE 27.0 TO BE < ELEV. 27 BASED ON o 'DIA 2' `� 6ti1 ' LOCUS PLAN: NO SCALE C I I/' o / / 64 EXISTING DWELLING QUAIL LANE LOWEST ELEV. ON SITE. I ( / - OF S NE F R -- �Q '� _ TO BE RAZED `� T rnC. 1 ' ' II ZUNOFF" "" do ""OF T s _ �, PROP. FIRST FLOOR 63.0 �' H YAN N I SP OR T ~�`'\ ? \ m� PROP. BASEMENT SLAB ELEV 54.5 18„ 6�y. X. CB SET ©AK '� M ASSACH U SETTS VARIANCES REQUESTED: I Y / / �. �, Z l Y �► ,v►.► WEST MAW SHEET ° OF�� PREPARED FOR: /I LOT 27 •'J TM PJ``' 65.0 v' i CRAIG A. �v N p ROBERT AND NANCY SOLOMON NONE I I 7ZJ.1 0 LOC S JO 1325 EAST 57TH STREET o �; / U) f i� FlELD cn � � PR OSED B 66. N0.38039 : Rg jc G NEW YOR K, N.Y. f 9" OAK S ,�,� ` Fgcy���F 10022 PINE PR OSE N uwo DATE: AUGUST 19 2004 15'IL5 COMP. DESIGN: K. HEALY P / / HYANNIS CHECK: D. CRISPIN W I I PINE " ! e to // HARBOR N I I [ t p/? • E � PLAN VIEW Y( DRAWN: P. HAGIST I 12 OAK RE ' ry KY FIELD: D. GAZZOLO J. McCARTIN > A<< / AT SCALE: 1" = 20 FEET / 9 I I/� CBDISK 137.94' S81'02-21"W 9 A FILE N0. 8212-SEP.OWG FOUND N I I CBDISK DWG NO. 5243-02 co 16.0 0 10 20 40 FT. Q / - FOUND JOB NO. 4-8212.01 SHEET 1 of t u SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE REVISIONS SOIL TEST PIT DATA: P#10,754 LEACHING DETAIL: NOT TO SCALE No. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS 1 49.0' TEST PIT -#1 TEST PIT #2 NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED (MADE D-BOX GRD. EL. 43.5 GRID. EL. 43.7 REINFORCED CONCRETE. SCHED• 40 PVC OR CAST-IN-PLACE CONCRETE. 4" PVC EST. HIGH GW. 27.0 EST. HIGH GW. N A 2 SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. COVER I 2" WALLS NOTES: PIPE UNLESS UNDER PAVEMENT, DRIVES OR o 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0000 0 00 0 0o 00 0 00 00 LOAMY S ND LOAMY S ND TRAVELEDAPwY WHEREIN H-20 LOADING '•� '• " M��w�oe 1• UNLES30X TO WITHSTAND UNDER AVEMENTHDRIVES OR-10 LOADING 00 o OBSER All o 0 10YR 4 3 8" 10YR 4 3 7" HIGH GROUNDWATER COMPUTATION 3. ALL PIPE CONNECTIONS AND CONCRETE TRAVELED WAYS WHEREIN H-20 LOADING o0 o s UNITS o° 50" 12' CONSTRUCTION SHALL BE WATERTIGHT. 2-24 DIL CONCRETE MANHOLES T 0 0 0 0 o HIGH DENSITY O B B (BASED ON TP#1 W/ METAL HANDLES BROUGHT - T 15" SHALL APPLY. o° PORT o POLYETHYLENE INFILTRATOR 3050 ° LOAMY SAND LOAMY SAND 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE 1 10YR 5 6 10YR 5/6 MORTAR. TEE TO BE UNDER 6" 4 8" 2• PROVIDE INLET TEE OR BAFFLE WHERE ooOO o 0 00 0 0 0 0 0 0 o o°o 0°0 0 o 0 0 0 0 0 o 00° GENERAL NOTES: = 41.0 30" = 41 4 28" DEPTH TO BOTTOM OF HOLE 12.5 M.H. OPENING 1 5,5 OUTLETS ` SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 1. THIS PLAN IS FOR DESIGN AND EL EL INDEX WELL MIW-29 WATER LEVEL RANGE ZONE ON LINE A-B � � 3• � T IN PUMPED SYSTEM. 55.0' CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 1- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. PLAN VIEW - LEACHING CHAMBERS 2. ALL CONSTRUCTION METHODS AND CURRENT DEPTHANDEX MIELL(7/04) 8.8 RAISE M.H W�L._ 4" BOTTOM ON LEVEL • BOX TO BE LAID LEVEL MATERIALS SHALL CONFORM TO MASS. WATER LEVEL ADJUSTMENT 2.1 de 3.1 10'-6" SEWER BRICK �. .e _ STABLE BASE 6 MIN. 3/4 TO LOAM dt SEED DISTURBED AREAS 1 1/2" CRUSHED D.E.P TITLE 5 AND LOCAL BOARD AVERAGE WATER LEVEL ADJUSTMENT 2.6 10�_p• dt MORTAR 12. -� CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE OF HEALTH REGULATIONS. DEPTH TO ADJUSTED HIGH WATER 9.9 NORM WATER LE CONSTRUCTION SHALL BE WATERTIGHT. 3' MAX. COMPACTED FILL 36" MAXIMUM 12-MINI 3. ALL PIPES LOCATED UNDER PAVEMENT e 3" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. c o°c o°000° ooc o °o3• LAYER OR TRAVELED WAY SHALL BE SCHEDULE 10" 14" HIGH O 00 0 40 OR EQUAL. 65" HIGH GROUNDWATER COMPUTATION PRECAST SEPTIC TANK r ITT Tim : 5'-1" 30 1/2" O PEASTONE REMOVE4. THERE ARE NO KNOWN PRIVATE WELLS 30" 24" O�OO POLYETHYLENE DENSITYO 00UNSUUIABLELOCATED WITHIN 150 FT. OF THE BASED ON LOW SPOT ON SITE - - - 5�_2• 4._a. 5'_8• O O O PROP OWN WELLS PROPOSED NNA�RC116" THIN C _ _ 4-0" MIN. w 15 1/2" EFFEC. (b INFILTRATOR 3050 O 0MATERIAL FORELEVATION 27.0 - z LIQUID DEPTH %' DEPTH LEACHING O5 ALL AROUNDMEDIUM SAND MEDIUM SAND 5-8 : PRECAST DIST. 0 0 CHAMBER 00IF APPLICABLE150' OF ANY KNOWN LEACHING FACILITY. 2.5Y 6/6 2.5Y 6/6 BOX 5. "THIN LIMIT OF EXCAVATION REMOVE NO G. WATER NO G. WATER INDICATES r \\ 3/4" - 1 1/2• ALL TOPSOIL, SUBSOIL AND OTHER » -"' =- =`': + : `4:'. -:i 47" 50" 47 IMPERVIOUS MATERIAL. 150 144 ESTIMATED WASHED STONE EL = 31.0 EL = 31.7 SEASONAL HIGH BOTTOM ON LEVEL STABLE BASE 3" I- 12' 6. REPLACE WITH CLEAN WASHED SAND DATE: DATE: GROUND WATER PLAN VIEW 6 , N W41ww- 7 1/ OR OTHER CLEAN GRANULAR SOILS 8/4/04 8/4/04 INDICATES 1 1/23 STONE CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER CONFORMING TO THE FOLLOWING TEST BY: TEST BY: OBSERVED 10% (MAX) BY WT. SHALL - GROUND WATER SIEVEANAL i THE BSC GROUP, INC. THE BSC GROUP, INC. LOW SPOT ON SITE CB SET PASS No. 50 SIEVE WITNESSED BY: WITNESSED BY: INDICATES ELEVATION 27.0 DESIGN CRITERIA. <10 X OF N0. 4 SIEVE SHALL DIVE STANTON DIVE STANTON NO EVIDENCE OF 135.86 N69 53 09 E PASS No. 100 <5 X OF No. 4 SIEVE SHALL PERC. RATE: PERC. RATE: TEST WATER. AUGUST 2004 _ / / / / DESIGN FLOW: PASS No. 200 -MIN. INCH _MIN. INCH " UNIFORMITY COEFFICIENT O No. 4 / / CBDH 137 39• N69•53 09 E/ / / j / �� �� �$� r- / _ • �/ 5 BEDROOMS AT 110 G.P.B./D 550 G.P.D. SIEVE </=s.o SOIL EVALUATOR SOIL EVALUATOR INDICATES FOUND / 7. EXISTING UTILITIES WHERE SHOWN CRAIG FIELD CRAIG FIELD UNSUITABLE ._2�'.� / / / / / / G39 '�• / IN THE DRAWINGS ARE APPROXIMATE. • MATERIAL • / /�' . -..�• T '�"•�� LIMI Ln EMIT THE CONTRACTOR SHALL BE RESPON- SOIL CLASS. SOIL CLASS: \ \ \� \\ •�. /. ..1 / / LOT 29 o ® REQUIRED SEPTIC TANK: - SIBLE FOR PROPERLY LOCATING AND \ \ \ �-�•/ ..L�T�/ _ / / WOODED.--•E CAVATION 00 COORDINATING THE PROPOSED CON- 1 K,r1NEs/ / / / jopEpl-- _ R SEES 550 X 200% = 1100 G1500 AL. STRUCTION ACTIVITY WITH DIG-SAFE L.T.A.R. L.T.A.R. \ \ --� /j 17 RESE -�► 0.74 G.P.D./SQ.FT. p,74 G.P.D./SQ.FT. / 2x5 � N f -- -`r SEPTIC TANK PROVIDED: COMPANY AND AND THE UMAINTANII G THE ���pT A S 0 �_. 1 �- TPA p EXISTING UTILITY SYSTEM IN SERVICE. �Yr ,,�,,�� -!4Z _� A / , O� DIG-SAFE SHALL BE NOTIFIED PER \ \ \ ` \ \ "-' / SSS KJ M r == "�E�IW��Q. / SIZE OF LEACHING FACILITY REQUIRED: THE STATE OF MASSACHUSETTS DATUM \ \ \ / 15 -' flRP[6 ' m DESIGN PERC. RATE: <2 MIN./ INCH ATATEL 1-888 344 TUTE CHAPTER 7233. THE VERTICAL DATUM: ASSUMED \\ \ \ t 84f?. � e` TP#2 / 74 ENGINEER DOES NOT GUARANTEE \ \ \ \ �T __-- �S �, S LONG TERM APPL. RATE O. G.P.D/S.F. THEIR ACCURACY OR THAT ALL \ \ J59 L� / $� -�F� 1 0 2 x55 S f _,. --= i��'"'rs - - -- -- - - --- UTILITIES AND SUBSURFACE STRUCTURES BENCH MARK SET: TOP OF CONCRETE BOUND ELEVATION=48.07' \ \ J PROPOSE I 550 GPD + 0.74 GPD/SF = 744 S.F. ARE SHOWN. LOCATIONS AND \\ \\ \ \•S7b 0 / / / / 45.0 WOODED -�`7 QUAIL LANEELEVATIONS OF UNDERGROUND UTILITIES // O TAKEN FROM RECORD PLANS. THE \ \ \ IP-RAC`' - ---- ----- - FI E: NOT TO SCALE \ \ \ \ / -47�'' I , '- -- -- _ _ SIZE OF LEACHING FACILITY PROVIDED: CONTRACTOR SHALL VERIFY SIZE, P R 0 L �- ____ __ LOCATION AND INVERTS OF UTILITIES \ ��0 \ \ \-.,, \ / # 'q WOODtU f• - AND STRUCTURES AS REQUIRED PRIOR __ CBDH TO THE START OF CONSTRUCTION. FIRST PIPE LENGTH � � 'p "� ...•--� �O � � --�. / \ � FOUND TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL \ \ �� u` �,.. 5 49 �- --� !( I USE HIGH DENSITY POLYETHYLENE EL.=61.0 6" OF FINISHED GRADE. FOR MIN. 2' \ '� \ CP \ 0 / --•• % \ / O ' 8. THIS SYSTEM IS NOT DESIGNED FOR FINISH GRADE �- LEACHING CHAMBERS(6 UNITS) 12 X2 X55 THE USE OF A GARBAGE GRINDER. E =44.0-43.0 Y •gyp �'�' ? Q (] V/-.� OHW - ❑HW OH��-� OHW A GARBAGE GRINDER IS NOT 4" PVC SCH 40 �1• -51- � _-- --I SITE BENCHMARK _ _ /� - / UPT TOP OF CONCRETE RECOMMENDED DUE TO RECOGNIZED .r. �•l \ / SIDEWALL - 2(12 +55 ) X 2 = 268 ADVERSE IMPACTS TO THE LEACHING 4" P OHW HW �--52- Y' �' BOUND. EL 48.07 - = 660 FACILITY. 4• P LEACHING CHAMBER o �'In _ BOTTOM - 12 X 55 9�6 S•F. 147a � •--r"5�- - � � / l / 9. EXITING INVERTS ARE TO BE CHECKED BY �B 1=D I-G a �1tiyFi 54 i so - THE CONTRACTOR PRIOR TO CONSTRUCTION I=E H AS . Qom '/ '- �- --� �'% \ �/ 15"�A 928 S.F X 0,74 GPD/SF 686GPD THE ENGINEER IS TO BE NOTIFIED OF I=C n // T TANK 1� / ANY FIELD CHANGES THAT MAY BE 5 OUTLET I_F °L 49 �-- ��� \ / 686GPD PROVIDED > 550GPD REQUIRED REQUIRED. DIST. BOX 5 SEPARATION C� / �''' / 5"SEPTIC TANK AVE * / � � � \ \ 15" • '- � � GRAVEL '� �� �� / GRAVEL ? ` TYMN OAK ` EST. HIGH GROUNDWATER - �� A / \ �,s� �--� O DRIVE DRIVE » J �. ►,� / N ,�{ S / 12 / S3 TRIPLE LOCUS INFORMATION HOLL C) ` IPF�OPOSEO �o INVERT ELEVATIONS: 0 \ BSC\ RESURFACED / \ 5 .0 15" OAK CURRENT OWNER: ROBERT do NANCY SOLOMOM GRoi,,_T / 0 GRAVEL DRIVE 66 t 4 q \\ O� \\ \ -� / i ° \ �� TITLE REFERENCE: CERTIFICATE 125698 657 Main Street, (RT. 28) Unit 6 TOP OF FOUNDATION 62.3 \ \ ` / �� . / W. Yarmouth Massachusetts 4" INVERT AT BUILDING 53.0 B ( GARAGE 51.0 \ \ / i/ PROP. - , O �/ / ' PLAN REFERENCE: LAND COURT 19844 J 02673 4" INVERT AT SEPTIC TANK (IN) 50.0 C \ 1,r / P LM G�9�\ /� ' �/ -� ^� 508 778 8919 4" INVERT AT SEPTIC TANK (OUT) 49.75 D � � Y � � / � !� � ENTRY / �f .� ,� � ASSESSORS MAP: 2s7 �-- PARCEL: 144 PROJECT TITLE: \INVERT AT DIST. BOX (IN) 40.87 E 4 1 1 2" 5 AREA M ZONING DISTRICT- RF-1 _ 4" INVERT AT DIST. BOX (OUT) 40.70 F I 1 ( TWIN OA ADD TI L sQ ~� SETBACKS: FRONT 30' DDITIw SIDE 15' SITE PLAN 1 l SPACE ' EXISTING 172• A� 44 REAR 15' INVERTS AT LEACHING FACILITY: 1 I \/ WOOD \ �• AND 1 / DWELLING / ►� MINIMUM LOT SIZE: 43,560 S.F. 4" INVERT AT BEGINNING I 0 FF=63.0 OVERLAY DISTRICT- "AP" NOT A ZONE II SEWAGE DISPOSAL OF LEACHING CHAMBER 40.6 G BREAKOUT 41.1 1 I �TRtPLE' 1861 \ I OAK / FRUIT• ti \ � FEMA FLOOD ZONE "C" AS SHOWN ON PANEL SYSTEM DESIGN ELEVATION AT BOTTOM I 6j OPOSED \ ZONE DISTRICT: #250001 0006 D REVISED 7/2/92 \ / � � OF LEACHING CHAMBER 38.6 H D I )I I / TREE PATIO \ / / , � I � \ � 1 DAVm J. W PLAN N ADJUSTED C I I I 62- \ PATIO ply" 33.6 J (SEE TEST PIT #1) / 7P01lSOSED RTFfi' \ / No.3211GROUNDWATER (mil \ACTUAL G. WATER CONSIDERED / �+ ACHPIT� 3--___ 62.1 '� 12" CEDAR #83 NO OBSERVED GROUNDWATER Z ( I /0 4 DEEP \ / LOCUS PLAN: NO SCALE LOW SPOT ON SITE 27.0 TO BE < ELEV. 27 BASED ON I I� o DtA/2% 64 � 6�'' '� EXISTING DWELLING �' `� QUAIL LANE " LOWEST ELEV. ON SITE. I I /� OF S�E F R -~- \ / TO BE RAZED 0 d ,e ,��P ZFFRl & OF s -` / , - PROP. FIRST FLOOR 63.0' g� H YAN N I SP OR T C ~ •3\ ,L� rn PROP. BASEMENT SLAB ELEV 54.5 X. CB SET OAK 6 - '� M ASSACH U SETTS IE VARIANCES REQUESTED: I y / / \ \ z t *EST MAIN SIRE Y Q I I I ~ss ° TM -�� ET v PREPARED FOR: OF N I I/ / \ LOT 27 65 •: N a�� P ROBERT AND NANCY SOLOMON CF) NON I I 7 .1 N 0 FIELD 0, LOC S GJO 1325 EAST 57TH STREET / 6� 0 p 1 CRAIG A. E pR / No.38039 ; Cl4'9� `' NEW YOR K, N.Y. I I / OSEp S 10022 c I I 9" OAK 9 66. = : FgCyl'1 PINE PR OSE ° uwo DATE. AUGUST 19, 2004 ii ` � cn 'w 15'x 5' w , COMP. DESIGN: K. HEATY HYANNIS I I , PO g � HARBOR CHECK: D. CRISPIN N " / ca N ( I I "PIE PROP P E m PLAN VIEW s � DRAWN: P. HAGIST I I ( 12 OAK • R "� K FIELD: D. GAZZOLO / J. McCARTIN I I A _ / AT SCALE: 1 - 20 FEET I I/ FOUND 137.94' S81-02-21"W 9 A FILE N0. 8212-SEP.DWG I I / CBDISK DWG NO. 5243-02 N 16.0 FOUND 0 10 20 40 FT, SHEET OF 1 00 / - JOB NO. 4-8212.01 a ,