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0024 CARLA ROAD - Health (2)
"21 CARLA RD.-,HYANNIS A=248-220 0 '1. y No. � THE COMMONWEALTH OF MASSACHUSETTS FEE ��✓ BOARD OF HEALTH OF Q Zle- APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ) Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System E]Individual Components Z( Cq-�L-f4 , �avxl,%t S APr q/ /✓la-P y4f� ®��Lr�.nzZ� � Io I/(�(�az� er: � �a Map/Parcel# - ' / ddress Lot# /Vl Telephone# �� � be w C� �a o V►fr r� :17A c- I allcrs Name &IN Design Address �� / Address Telephone# Telephone# Type of Building: h tdeitce— Lot Size 14 dt&0 Sq.feet Dwelling—No.of Bedrooms 2- Garbage Grinder (Iw7 Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 'ZO gpd Calculated design flow Z-ZO gpd Design gow provided '23 0 gpd Plan: Date Number of sheets Revision Date Title a.Y Z[ e,'3441-A' Ate- QAAt5 Description of Soil(s) t!� Soil Evaluator Form No. Name of Soil Evaluator Bernie- t jPYA4 Date of Evaluation IWO DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and 7.1a ees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. SignedDate 4 FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 110T THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH- OF ; - o APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to�Const;pct ) Rgpair ( «),,,Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components I, ZI GA(�L/4 rQN►�(S M� C Y� _ Location O cr a /i'1a-p a�f3 ®sl./w�G zz..o 1•� II(7�rzc ��/ Map/Parcel# 72L—e2 ddress Lot# Telephone# ' I tiler's Name Dresign•'s N me , P� ,qiM Address :'Ly ' ) T!_ = �/ Address n ' 3{oZ V x - Telephone# Telephone# ,l Type of Building: �,l AeVJC,E► Lot Size !I,deQ Sq.feet ± Dwelling—No.of Bedrooms Garbage Grinder QvQ Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures f Design Flow(min.required) n gpd Calculated design flow 7-Z0 gpd Design flow provided 'Z3 o gpd Plan: Date r Number of sheets O Revision Date k1 r ' Title RK4A, 2.tZ G A h�5 ` U Description of Soil(s)_ a< Aa.4 Soil Evaluator Form; a Name of Soil Evaluator Berm e- oy Date of Evaluation 8 DESCRIPTION OFtREPAIRS OR ALTERATIONS Y The undersigned agrees to install the above described Individual Sewage Disposal System'in accordance with the provisions of 'J TITLE Send furtheK agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.,' D Signed ate 02"1 '�^► 1 ' r - f- .N' Insp,eMlons o►r �. r' y FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 Notl � THE COMMONWEALTH OF MASSACHUSETTS ' FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System ' The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ) Upgraded( J)-Abandoned( ) at has been installed in accordance with the provisions of 110 CMR 1.5.00 (Title 5) and the approved design plans/as-bunt plans relating to application No. , dated�``����_. Approved Design Flow (gpd' plans / —?- installer 4 An Designer: Inspector _ . ate The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF CCIMPLIANCE DEP APPROVED FORM 5/96 i No. ✓ ` VC: THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF .HEALTH t DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct Repair ( ) Up rade ( ) Abandon ( ) an individual sewage disposal system at ,/ �G�� 7 -i i 1 _L /� as described i in the application for Disposal System Construction Permit No. T 9��� dated 1 � 1 Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. t Date Board of Health FORM 2 - DSCP DEP-APPROVED FORM 5/96 �1 ' FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON TOWN OF BARNSTABLE / LOCATION 21 LSO L-0-rt Q, SEWAGE # VILLAGE a ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 15-60 LEACHING FACILITY: (type) t1�(size) 15 X NO NO.OF BEDROOMS BUILDER OR OWNER Nk,r V of PERMITDATE: COMPLIANCE DATE: s 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 n } 1 v'S bo p �4 � N r `P�oFTHero�f TOWN OF BARNSTABLE �,`� ' ► 0, OFFICE OF = asaA N BOARD OF HEALTH � � o0e,1 ul \gym 367 MAIN STREET MAY k' HYANNIS, MASS.02601 December 17, 1998 Tony Zombas 84 Circuit Avenue Hyannis, MA 02601 RE: 21 Carla Road, Hyannis You are granted a variance from the Board of Health Regulation, Part VIII, Section 8.00, to construct an onsite sewage disposal system at 21 Carla Road, Hyannis, Massachusetts with the following conditions: (1) -No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts, and similar-type rooms are considered bedrooms according to the Massachusetts. Department of Environmental Protection. (2) The applicant shall hire an attorney to record a deed restriction regarding the maximum allowable number of bedrooms at this parcel. (3) An alternative technology/nitrogen removal system shall be installed in accordance with the manufacturer's instructions and in accordance with the submitted engineered plan dated November 27, 1998. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and alternative technology component and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated November 27, 1998. (5) The wastewater effluent shall be tested on a regular basis in accordance with the requirement of the Massachusetts of Environmental Protection criteria for provisional use approval. zom bas The variance was granted because the applicant will install an approved alternative technology/nitrogen removal system at this parcel. It is the opinion of this Board that the construction of one septic system with nitrogen removal will not significantly alter this groundwater quality in the area. Sincerely yours, Susan G. RaW,, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs zombas s �540 w 1 DATE s 0—9f! BARMABL& •MAK m O C T Fs$s 9��F079. A�� � � 'lop of Barnstable RgC- BY� and of Health S ain Street, Hyannis MA 02601 Office: 508-790-6265 Susan d.Rassk,R.S. FAX: 508-790-6304 Sumner Kauftnen,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM low LOCATION Property Address: 2/ Ca,.,& t�oacd kganni4 Lo— 1 Assessor's Map and Parcel Number. 248/220 Size of Lot: 111000 a Wetlands Within 300 Ft. Yes Subdivision Name: '1C1t42 -f10't" No Business Name: APPLICANT CONTACT PERSON Name: %!Luj Zombad. Name: �Qhve id. lilr fne Address: 84 C'viceu r t Flue. /dyav,v" Address: 49 /datio,�, 12d, AJr�avu2r� Phone: SOR-77S-Aa6 l Phone: 50R-77R-005R FAX:� q►'i�j'I Y93 FAX: 5'17R-77R-OOSR V RI (List'Reg.) (May attach if more space needed). 3 30 . p et ache p eft J e a= o t ua4,t aaaee 4ce,y- -t 4 eccu4e need to buttd a home w4zn e bedtoomio,c Cliecklis (to be completed by office staff-person receiving variance request application) ✓ Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) ./ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeguard modification renewal,,grease trap varianx renewals(same ownerfleasee only),outride dining variance renewals(same ownerAeasee only),and variances to repair foiled aewege disposal systems(only if no expamion to the building pnWedn Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. Q:/WP/VARIREQ 1 1 � DI;L•D iZLSTIZICTION At the present time fidelity Financial, Inc. as the owner of 21 Carla Road, I lyannis, MA intends to build a only a two bedroom home on land known as lot 61, plan I book 165, page 41, and has applied for a building permit for such a two bedroom horde 1� and intends to build only a two bedroom home. J d'? I lowever, Fidelity Financial, Inc. does not want to preclude its successors in title Q A- r.17 to (his lot ti-oni ever building a third bedroom, Fidelity Financial, Inc. has agreed with r e- the Town of Barnstable Board of Health, to record this document at (lie Barnstable County Registry of Deeds as a restriction which is'intended to put any purchaser of lol 0 Na G I, plan book 105, page 41 on notice that the house being constnrcted is only a 2 _1 ti ? bedroom home and must remain as such unless a variance is obtained from the Town of dz J f7 Barnstable Board of Health. 7 � a Just such a variance decision as to this propierty was issued by tfie Town of 4 od Barnstable Board ofIIcalth dated December 17, 1998 but Fidelity Financial, Inc. has decided at this time not to exercise its rights under that decision to build a 3 bedroom � 1 2 //7} home. 4 i'lte Board of Health iii its decision required that a "deed restriction" be recorded (paragraph 2) at the Registry of Deeds; and The Town of Barnstable Hoard of i Iealth conditioned its approval of a three bedroorn home upon certain conditions. There fore,'the present owner, Fidelity Financial, Inc., hereby agrees that IF IT EVER COiYSTRUC-TS (or any of its successors in title construct) a three bedroom home rather than the two bedroom home presently applied for, it (or its successors) shall ZO 'd 9b6I91-L-F301- df3i r0 66-b0- 1C-W .�, . TOWN OF BARNSTABLE CF THE r�4 �,'�Q� ♦� OFFICE OF BASd9TOBb : BOARD OF HEALTH MAD& 039' 367 MAIN STREET HYANNIS, MASS.02601 December 17, 1998 Tony Zombas 84 Circuit Avenue Hyannis, MA 02601 RE: 21 Carla Road, Hyannis You are granted a variance from the Board of Health Regulation, Part VIII, Section 8.00, to construct an onsite sewage disposal system at 21 Carla Road, Hyannis, Massachusetts with the following conditions: (1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts, and similar-type rooms are considered bedrooms according to the Massachusetts. Department of Environmental Protection. (2) The applicant shall hire an attorney to record a deed restriction regarding the maximum allowable number of bedrooms at this parcel. (3) An alternative technology/nitrogen removal system shall be installed in accordance with the manufacturer's instructions and in accordance with the submitted engineered plan dated November 27, 1998. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and alternative technology component and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated November 27, 1998. (5) The wastewater effluent shall be tested on a regular basis in accordance with the requirement of the Massachusetts of Environmental Protection criteria for provisional use approval. zombas L The variance was ranted because the applicant will install an g pp approved alternative technology/nitrogen removal system at this parcel. It is the opinion of this Board that the construction of one septic system with nitrogen removal will not significantly alter this groundwater quality in the area. Sincerely yours, Susan G. Rack/, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs zombas T0� TOWN OF BARNSTABLE TH E e'�P w ♦� OFFICE OF = BAMSTAM i BOARD OF HEALTH MMS p� 1639.O MAX k' 367 MAIN STREET CE HYANNIS, MASS.02601 December 17, 1998 Tony Zombas 84 Circuit Avenue Hyannis, MA 02601 RE: 21 Carla Road, Hyannis You are granted a variance from the Board of Health Regulation, Part VIII, Section 8.00, to construct an onsite sewage disposal system at 21 Carla Road, Hyannis, Massachusetts with the following conditions: (1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts, and similar-type rooms are considered bedrooms according to the Massachusetts. Department of Environmental Protection. (2) The applicant shall hire an attorney to record a deed restriction regarding the maximum allowable number of bedrooms at this parcel. (3) An alternative technology/nitrogen removal system shall be installed in accordance with the manufacturer's instructions and in accordance with the submitted engineered plan dated November 27, 1998. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and alternative technology component and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated November 27, 1998. (5) The wastewater effluent shall be tested on a regular basis in accordance with the requirement of the Massachusetts of Environmental Protection criteria for provisional use approval. zombas >1 .y The variance was granted because the applicant will install an approved alternative technology/nitrogen removal system at this parcel. It is the opinion of this Board that the construction of one septic system with nitrogen removal will not significantly alter this groundwater quality in the area. Sincerely yours, Susan G. RaW,, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs zombas rear—U4—y5J u1 : 51P 508-7751945 P.01 comply with the Board of Health decision dated December 17, 1998 wherein it states, inter alias "(1) No more than three(3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts, and similar-type rooms are considered bedrooms according to the Massachusetts Department of Environmental Protection. (2) The applicant shall hire an attorney to record a deed restriction regarding the maximum allowable number of bedrooms at this parcel. (3) An alternative technology/nitrogen removal system shall be installed in accordance with the manufacturer's instructions and in accordance with the submitted engineered plan dated November 27, 1998. (4) The designing engineer shall supervise the construction of the onsite sewage a disposal system and alternative technology component and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated November 27, 1998. (5) The wastewater effluent shall be tested on a regular basis in accordance with the requirement of the Massachusetts Orrice of Environmental Protection criteria for provisional use approval_" Fidelity Financial, Inc. agrees that this shall be a permanent deed restriction affecting 21 Carla Road, Hyannis,MA, being Lot 61 in Plan Book 165,Page 41. For title see Deed of Anthony Zombas to Fidelity Financial, Inc. recorded in Book 11945, Page 55 IN WITNESS WHEREOF, the said FIDELITY FINANCIAL, INC. has caused its corporate seal to be hereto affixed and these presents to be signed and acknowledged in its name and behalf by Nancy J. Manoog, its President and Treasurer, thcreunto duly authorized this day of March, 1999. FIDELITY FINANCIAL, INC. By: Nancy J. Manoog Its President and Treasurer i'•Icr -U4-yJ ul 51F' 508-7 7 5 1 945 P.02 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. March 71999 Then personally appeared the above named Nancy J. Manoog,President and Treasurer of Fidelity Financial, Inc. and acknowledged the forcloing instrument to be the corporations duly authorized act and deed aforesaid, before me Notary Public- My Commission Expires: g:k licntslfidelityldcednst.zombas.doc No........................ FE$.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratinit for Di-aipwial Hlorkn Tonotrnrtion Vantit Application is hereby made for a Permit to Construct (✓) or Repair ( ) an Individual Sewage Disposal System at: Z���7-7-0 Location-Address or Lot No. 1 40 APs C�1Z-C i W Owner Address a ----•-••--------•-------------------•••----•---------------------•-•--••------------------••----- -------------------------------------------------------------..-..... ............................ Installer Address Type of Building Size ..........Sq. feet .•, Dwelling—No. of Bedrooms..........3�-------------------------------Expansion Attic ( ) Garbage Grinder (p o) PL4 Other—Type of Building -------W/i=.---------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) P4 Other fixtures ------------------------------------------------------ Desi n Flow.................33�.-.._ ____---_ allons per person per day. Total daily flow g ----- ---- g P P P Y• Y -_--..gallons. * Septic Tank—Liquid capacity�GXO_gallons Length--/./.:._..._.. Width.,>_.'L_'..... Diameter---------------- Depth.S`4.-"-.... Disposal Trench—No. .......z.......... Width-----15 ---------- Total Length-.---!�/.e......... Total leaching area--.3_'St- Seepage Pit No..................... Diameter.............------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) _ Percolation Test Results Performed by._/ �1�^V �....!:_.�!{7u .................... Date........................................ Test Pit No. l----4-------minutes per inch Depth of Test Pit---_ S_G Depth to ground water_.-_— ........... fs, Test Pit No. 2------Z-------minutes per inch Depth of Test Pit.--- ...... Depth to ground water--------- ............ f� .---------••------------------------------------------ D Description of Soil......*S....<lJ.Q.!25 `�.va•> V j�r,�°''�v C,_ x _.. x --- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U 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 TITLE 5 of the State Environmental 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. Signed ......................--------- ------------------ ------------------------------------------------ ---------------------------------------- Application.Approved By ------------------------------------ ----------------- ----------- --------------------------------- ------- ------------------------------ Date Application Disapproved for the following reasons- ------ ----------------------------------- ---------------------------.._.---------------------------------------------- -------------- ------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------- - ........ ............. Date PermitNo- ---------------------------------------- -------------------- Issued . Dare ----------------------------------- --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C�>ez#iftrate of CVumli�tncE THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ....._---------------------------------------------------------._.....-----------_......._.....--- --- ---------...---...._- 1—allot at has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ------------------------------- ----------._ dated .......-......................................- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. I DATE ...... ------ --------------------------------------------------------------- ---------- Inspector .... ----------------- -----------------------------............ ......... ------- ------------------------------------ ----------- ----------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No......................... FEE........................ Rnponal Workii Tonotrnrtiort rrmit Permissionis hereby granted---------------------------------------------------------------------------------------------------------------- ............................ to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo------------------------------------------------------------------- ---_----------------_------------------------------------------------------------------------------------------------ Street as shown on the application for Disposal Works Construction Permit No--------------------- Dated........................................... ........................................................ ------------------------------ ............. Board of Health DATE................................................................................ FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS - / 1 No........................ Fxs.............,........... ..... THE COMMONWEALTH OF MASSACHUSETTS 4-'— ! 71 BOAR® OF HEALTH TOWN OF BARNSTABLE ,��r�lirtt#ilait i� �i��rn�ul 3�i larlt,� Cna��t,��rnr�inn ernti� Application is hereby made for a Permit to Construct ( t,/) or Repair ( ) an Individual Sewage Disposal System at:/ 41. z7-0 ---2:/ ���-t_... ,?a f'7y�nr.✓i ----------------•----15k]................................................ __--- e--•-....... Location-Address e or Lot No. TrJ t+l V 'G.ca!!f>3 A-.S O-'t Ce! C r✓ i A✓y v.fw,, --• •--. ----•_....---•-----------------------•---••--••--••--•-•-•---••-•- O«ner Address ....................................... W Installer Address Type of Building Size Sq. feet Dwelling— No. of Bedrooms----------3-5'_-------------------------------Expansion Attic ( ) Garbage Grinder (p O) aOther—Type of Building --------------------- No. 'of persons---------------------------- Showers ( ) — Cafeteria ( ) Other fixtures ----------------------------------------------- Design Flow___._._..•._.._.._��a.................gallons per person per day. Total daily flow..___'i3(-5_---------------------,......gallons. WSeptic Tank—Liquid capacity> i_gallons Length__/1`___.__._ Width.:5_e,_`---. Diameter--..------------ Depth_;`(•_"__.. x Disposal Trench—No- -------Z_______-__ Width-----z------------- Total Length....:!�[---------- Total leaching area...A t,y`__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.l ="^��`+ .__J:__ _v_N ---•_--_••_••••--•-• z Date_________________________ Test Pit No. I__-_ -_-._.---minutes per inch Depth of Test Pit.---r S.L_ Depth to ground water.... 44 Test Pit No. 2......7:.......minutes per inch Depth of Test Pit._._�`f"$'p Depth to ground water- 9 ....................... ` ----•-•--••------------••--- D Description of Soil.__.T7':S..___t-�A t s >A�> ✓/rr�' rr��c_ �' xJ•---•------ ------------------------- -------------------------------------------------•-•--------- V ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------••--•••-••--•••••••-- W x •••-••-------- ---------------------------------------------- ---•-------••-----------------------------------•-----------•-----------------------------------------------------_•-•••- U Nature of Repairs or Alterations—Answer when applicable._.-._._________________________________________________________________________________________ -••••--•-•••--------•--•••••-••••-•••-•••-•------•-•....••••••----••••••----•-••-••••••••-•--•-••-•----•-•••••-----....--•-----------••••••----•-••-•-----•••--------•--•.....••••-•-=•-------•-••••--•-- Agreement: t The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental 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. Signed --- ---------------------------------------------------------------------------------------.._.- .. ....... ......._...----- Date Application.Approved By ------------------_...........---...------------------------------------ ------------------------------------------------------------- Date Application.Disapproved for the following rearons: ---------------------------_---------------------------------------------------------------------------------------------- ---.....-- -------------..............--------.......---------------..............---------------....-- ------------------------._----------------------...---__-------------------------- ------------------ ---------------- Date PermitNo- ------------------------------------....---------------- Issued ------------......... _..... t Dare ,_...—.__�,-._,��._>. „�><_,.m..�.,..,.��.v..�..a:_>������.a..e.�.:A...,a���..u..<_:e...,,.><_>®_>c�.�-.-_>_>r—�.�_.�..,,.ernnr_��,.��_._.�_._�_tir�_,.. _..---'—•---'_•--_ t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE CQrtifi.Czite of QIIm littncE THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ---------- ......------- ------------------_...---------------- -------------_.... ....------ --------------- ...---- .._....------------ -- lnsrtllrr at . -- .............._----------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. -... ---- dated ------------------------..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------........................................-- -------------------------------- Inspector ----------------------------------- ................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No......................... FEE......................... . �i��rn�ttl nrl�� �un�#r�r#i�n rrnti� Permission is hereby granted............................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System s atNo........................................................................................................ -------••••--•----•-••-----••----••-••-----------•---••----•--._.._..--••-•--•....1.. Street as shown on the application for Disposal Works Construction Permit No---------------- --- Dated........................................... t -----•-•-----•-------•-----------------------------• ------............................................. Board of Health DATE................................................................................. FORM 36508 HOBBS&WARREN.INC..PUBLISHERS . T- s , t _. J i " l } I t i - v l i F -j I "r_ S1"r ---- - 1 t I ..1>..-i 1 ' I 1 1 (- 1 --' -I ' - - - - 1__ . .. ,_. _ _ _ I , i , 7 _ .- {._ I , 7- ! __ .�� -.. i - �. LLL I .L. - - of 6 4 -r , _ �, - I ' I I I -� - - - - ' - -- - - - - - --� ,--�-;i-�-- �.. . L t 0 + . . _ I 4 _. _ . ( I ._L.-._1 i , I _ I f +—' a I 1 I I i ( + . +. E 1� ' _/ . I j l i,o 61. I ! # . � ' L , /r. 1- F.,--t L ii 77'-1 L 1. 1._�__ ! _..� _ _ . 1_. 1-1 110 I I V I i t i ; � . I : ! I I � � I I � X! I � � __ I i I I. 1�- L 1 7 r ( I I i i- :. I t I _ ` f L I.. . t r I_ I_ - L..,r _1...' '- 1 l } 1. - } I _ _ '_ I__rl T - 1 7 + �.� ' , - �-�— I (_.�i _ Lots-59 , 3' _._ ..._, r I . 63 : r (� .... GAR, . - -1- '` -� -- ; �?- _. - t_ r { I, . 41 I i-I i i ' I _ .f :_, ..}/ :: : ! -- - 2�.. 1 .. ' 4� -''- ' --f -._i,._ - -'j' - _ _-i._ N I- t.1 � I ` k 0 I � � �u T - -. 0 i } O R F o I b I }4 p, i ! I ..-L - -- ,-t i'T + !�!.. . ... ,_ I ` r_t. , _ 4 I "FAS ' i L +- 1 i - - :_ i. A 1 -;-- 1 �- LI j : - -{ IT - -___ ' _ _ I !_, _- _ ___. 0: A/rz ,:�. 1 1 1 T i . I-I I ; j- .l --- -- _.. -, , _ 6Ur'lty/— -d- -;-- �L Septi +design -.I ` - -I i _: i r'-i _`. _ - I i_ �j i -i ' i e rooms 3. o - t 1 } +-. i ', __ ! - - O F R ' - t nk� !�.. ._-�1500 :ga1:- ;._ - - I - �` Ill (��^ .11 _eq ach n�g:; rim. 8 re Sdo c r ` :� 3. : ._ ' - --.- ._L t-+ - - - Z '.,1; 6 2.: .3.6 �,2 � Z� a _ ! i - - �� �! _ -- - __ I_ . r-1-. -,---- T , x :4 �2 gp ' _ I ., _ I — _ :- II __: . f __ _ - ±L'� I . i i — —r- j _i— ; . I I — — — - - — -- _ +.: I i . . `I I , -- - - - -_ _. -L, ill . 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Date . i --, 1 I 1 i .i j I ' ��.__ ,___I.i_; �._I .: -; ; 3 , i- Sca16 1- =20 _ , , . . _ .I S E /i- }-~�► t r- enc�ut�tered ELl y? f:: -- A11 Cape_Engineering ;; �_ ' 1. L.. -i -,- !=I 1-� ,-1 i I i- -, i , .�- - -Harbor R:dad: - : -�'�'. . �bn - -1 : I ,t L, I - -! I 1 : ! _..4_.t_.� 9annis MA! 02601 _ ,-, y_ I I. - -.. _ l. ; _ .. R I i }f� r I , I ., ; ! . ! is` , ' __.. . _ ' 1 ., 1 _ t- t 1 _j__ �! i , I _T=-i- . I I— i _ I' _. -I ._._. .9C - - -_'1'- - { If�F, ARL1 sq�+S 1-' :. 6+ "• i tO�HN flu rn i i {j- - I �y{ i .Y_ ... To i ' L I r� UIVl7 f• o' � - i c. _ - - JNO. -1 i - j i.. i - t ' ___. -i- _ 1._i 1-_ I Y-i-1 o M 1 - o Tj i L. ,-i I .-�_ _ O - --- '. _-: .-i-' ._ti. ; _ _1_ �.�.i:�,✓..'_ .i- 1"It� _ '_ _ i_ �.. r_I ; � 1aV I- '_ ...-I. ,- i W- .. ! , _I ..-.1. �_J -1 - I -� Y'1 I " [� , II 1 �i - I . , I . . . . A Q_, , -; I -_ I- , lF-�- I, 1 I I� LLI i j i. �� - 1 1 14 , _, __ .- . __;.___!.�_..__._ __ . ! 1 � 1 � I 1 , I ; , t . '' . - : i -1 ; I I - . - - '.�t_ _ _} _ I . I-'---� I .�+ fI— __;_------- --�-i _ �r-,Q6-r._ }1,-v 1, � �__ . i i -Y� I I !---;.-. ' /t I i , I , 1 I I _ ..__'! - I_i- i` _ �•- I I �7 __ _ j 7' .: - L. __ i i '- -I I .L .I. _ ._ .�_._ I"--' + i r ; -7 •_ }_ -�..' '•�-�' i' I I , 1 �._l-i- --1_ ' -f--I ! _ i._ I �, , .: _IT.._,-:! ?.-{-+ • �F f -�_ �T}. ,. _I -} =1. - I:,:i`•"� •- -,� n�- F - -- - 1 - t -"-"" � _ii- I 1 l.JIPA,_i _ - �i -- - I 1 i I _� : , • ..,. -._, ... __—ice....—._ _ 4y 0 .. v Lot 6 i . I . i Lot 62 . � Lot 6 4 .-. - _ _ Lot .6.1 000 ' l �f 4.(me- , il'• Lot 59 Lot 63- �� 3 O •.�r-Pwra 53.0 14 , . - - - y Septic -design 1 � ;No;.! ;bedrooms , 3 -� -� t t D.i 'po.s.al no R tank 1500 gal _. _Re .:. :leaching :prim. & re / ooc5r p.r3 q (�36xY42)'--(36'.+2 )RZ') __.:. r , J. -Ix.�74=331.52 gpd �.. .. _ - { S I.� ar a Ro 40 ' wide . 4-3.0 - j _ C sr,o Profiles 'no scale : n - : t- ,"k s _ �r_vs. L SOO _ - L. �To t C�5 T" Cv r, � •-� �� .�- �" � �.•z'---_-- ..tea--.r..— i _. ij4 t Z of — _.. .. _. : . . . _ SkoP • I + - t 2'4.8. c l--2 2 0 .Te'st `pit dataP'#9248 _ Made •9-8-98 1 'J-. Dunning t Y Young _. Bernard �J. _. , --Test- pi-t -1 'Depth Texture . Color p 2. E loamy sand 10 yr 5/2 sandy loam 10 2/2 1.+- _ 4 24.:. :Bw loamy sand 7 :5 4/6 _ 24-48 C1 ;coarse 10 6/6 40gravel 'Site Plan `'of hand in Hyannis, iMA 2 ^ 48=356G2 mod.---sand.__::10 "..:. .7./6 For Tony Zombas _ h a ! 'Being lot 61 tas .s own on pl n ;in .. • .1 � • Test 'pit 2 „ book lf5 page 49 - p-2 :A sandy loam 10 2/2 E : loam , 10 " ' 5/2 !Elevations are on NGVD - 4�.9 Bw sandy loam 7 .5" 4/6 i g._28 ._ :.Bw._loamy . sand-:_.10-__�. 5/8 25$gravel -1'Date Agent ' Barnstable' board .of health.. _. 1�ev )1-q=s8 28-144C coarse sandl0 7%6 40 Date 8-10 1Scale 111=20 ' No' water encountered. All Cape Engineering _- .. . � - _ 4 Harbor RR , t + 1_�_ 1 ; ' Hyannis 2 6 01. .� �o JUHN YO,' ir AFDC `t+ _ tom. } i_: 1 I 1 i y � ! ' s _ 4 ' 4 �_ i � _. �; , ' S�• , Lot 50 ' 1_. ,-' . - ,ot 64 - Lot' 62 -,- j II.. , i.. _ I.-.- - -' - I L -- _._ __ .. -- �.I...._ I : - -- I j_`�` _ 00 _ �_:. . . . .-i ' . 1 - + - , . ;. , Lot r . . , . _ . .. - - .. I . . ' r 61 . `1 t ! -A-I , } ) I , _ . .. - - . - I ---- / f __ --.. ( ! I r -, 1 _ -�- » _ �_. I , . 7 .1._ ; ._...... .. _- ' + i1. I ' ., . } _. _ .. _ ._ _ ,. . - .. _ _ . y , ,Lot 63 3 Q. . . . I I :3 C'4 L. -. - - ��� �w' .Lot 59 ; ' .- ,_w- -•%--- ---' -- LRa so� IJ . _ -a.+ _ ' -- - -- _ ----'--"- - - -- - - _.;, i I_ 8 . I N #211 I � QLI t .' _i _, _ . I 1 , . '-Q 1. ! Tor-F►io $3.0 14 ��') IQI i ; 0 }- i r..K. _� Septic design I ,� . . , bedrooms 3 U0 I I I I ;.. I:_._.._, ' Np : 1 Dispdsal f , . , . I Retan'k i1500 gal v r • + II " _ { -�j _ _ Req ' Ie;aching :prim.....&. 're _` ! 'ooc,S:- i :., ��i_ 1__ ,L: 3 2��_��36x2� 2}+(3.�6'i.+2 ' )RZ'}._.__._ .:. : - - a,� // �� .. v .. x.74=331.52 gpd _ . 1 - , } �( . . ; .: r 1 , _ _ - q© } . } . . _ . I . { i 1 --4 . . ; I n ,j i i , j{ F I {. V 1 i _. , ,.. _ ' _ . . i I � `I } 1. If I ' i3 Aq .. ,' i_! _. _ I _ ; , _ - . -. SI.G . _ . Carl 40 • wide 43 I r a Ro . . .__1-. ! _ . . . . . L 1 >. _. . ._ .. p I ..�3. } . . . . - ,_ s . . ; _, S , . cal I l.o. IiL' j Profile no s e _ . . � s: ;. ; ,. I I , � ,. _ .. .. . ' I .- _ .._ ,,/ j , vsl. ' L___.T.... , .._, ,. . ... - - _.r__�.r_... e + i ;, " - _ I- __!_ _ _ ___- _ .___._6 S ;5 __- _. VG, _. �'Imo,STU N C, 2 p �.. ' T - - . , . . ,-:: ,5 I _,° `r f . .!4,• rrr�..r,M f4' 1'�z•.S�'e,�-,tom P i 'k '. ' , ., �,' I.J £ i. :..'. I 1, -. _ . . .... . - - -14 - _ _ . _ r .�.� - - _ -- - _ . __ _ _ I 3a zQ - . A I { ( } _._ .-___.__._. ___-_._.t._ _ .w_ _.. __. . ___ i �; i_. _. I I . , . .- , _. - �� I 1. i._ if i . :a. i i , . ; _ _�. i _. - - + ' , I , I f of _ ; - - - I �_._�_..I__ _ _ f . - -- - _ , i _ 1. } i I I _. _- �_ i ( } - I i , , . f y I , 1. i 1 ! 1 . ...- ! . a -` i _ _.,. t , _t i _ _.... ' . .. Ma 248--pcl 220 -_ --_-_.._ -_1. , _,. -- . _.___ _ __...... . .__ . .-_� -_.._ _ _ _ _. I Test ,pt dat'aP; 9248 �. ' i i } ` Made `9=8-98 } I , 1. . - . -, ., i-�.:- .. I _ . 1. .I :. I , Wi-t.' 'J.'; Dunning --- - 1, 1 . I i I ` _ _ 1 . By Bernard J. _Young . : , ._ _. : - : _ _ _ __, 1. + }. .....__ . . . ,_ .__ _..,.. .. - ; '__..__Test ,pi-t-_1 _ - - - _.,-_- - _.. _ '_ - _ -� - I - .. De th I oler I _ • p Texture C . . , -1_1 '^ � �_ 2 , ! E .loamy-{sand 10 I r 5/2 _ - Y r / , + » _ sandy-{loam 16.`" 2 - , 1 r 4�24 ' :Bw loamyisand 7.5 j 4/6 _ __ _ I -- . .. .. _ .., -} , . rsa 10 6/6 -40�gravel i A - - _.� �� ! H an M L I .' is I . 4. 24=48 C1 coa - - - , . S e Plan of `hand 'in s► __ _ 4A.8-1-56C2 ._med.-�and._�10._ ;- 7_/.6-L __._;: _ -- __-- _--_• ,� t- Tony Zombas n ; f 1__ Ji , t I - h : plan #Being 1 61 :as s own in Test 'pit 2 ; , } ;book 165 s ! 1 �- .0 2 . ! p sandy } loam 10 ". .. 2/2 ' . i _ :. L . P a • _I . - 10 �' I 5/2 , ,•2_4 E . loam :_ . . _., ! . ,-I : levat s _I_ . , ,:-1,,-i - _ 1 {._ E ion are on NGVD : I ; � ; ; . I i � �.:-,L�. t, I ! I - . - TBw sandy , loam 7.5" 4/6 __ ,_ _. l ;_ 1 y _ --9 28 BwL. .loamy sand.::_10_ �- 5/g 25$giavel 1 - rn 28=144C ';, ;coars sandl0 7/6; 40 j " . jD to1.L. stable •board_ of health { -- r- . _jL. _. e n a , ._, I Dari 8 30 98 No water encountered Cape Enginee nq ; a _ , ra} _ _ , . . �-- . ,} ,.: ... : 1 ,-- arbor Road _ ,. } _. _.:.- ._._ j A11 . -,, p = A- __ ;: i , . . . Hyannis, 2 _ , . __ i 0 1,...f i w - { MA: 601 1-- � ,aeu, L : - __ I }. t�OF A.q� �� + 1 t ! 91. I .. I { I l I. , �,� 'PAR(!1R7 Q�1 ty �. _ { _. i i JO!tJ YUutJG y �• - . Na 30 T d i - o _. _.. J sa�;� , fir, �I a-J wir wF1. ' . .._ _ j_ A b - ---A ra -. _ _..__' _ — , 11_:_ SK. c' .__.j L I ' I { j j , I i , 9� -. ; I I _ - f 1. ,_. .__ . . 1 �.,. 1 _... ( I I. ' ; } 1 4 - I i .. .. �1 i i -- }-1 '.�-.�. �..—i-i I1:4 ,._l--} -1 . ,.�- _i- _ _� j 1 _. r_ -- - �.. r , - 1. I- - F � C ' I r t rt-I,y -� I j 7-'»1_ ._y" -1 ' , 1 "n 1 `,, r I I y i" t.r-" i-�-- P .1:_,...._.I._1:.1•.,�...1....-I:.., 1.J i --_.._1.:_.r.:� ._;_i_�I� i . ( -}._ i ..i i i .I }- c SEPTIC PRO FILE TEST HOLE LOGS T.O.F. AT EL. 52.5' NOT TO SCALE) ACCESS COVER TO WITHIN 6' OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO ENGINEER: B. YOUNG, PE WITHIN 6" OF FIN. GRADE J. DUNNING / 50 — 51 MINIMUM .75' OF COVER OVER PRECAST �,0 2% SLOPE REQUIRED OVER SYSTEM 42,83 WITNESS: I RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE' g/8/98 49.35' '- FOR FIRST 2' PERC. RATE _ < 2 MIN/INCH PROPOSED 1500 GALLON sEPrlc 47.8' zl _ 39.83' CLASS i SOILS p# 9248 48.05' TANK (H- 10 ) GAS 0'BAFFLE 40.17' �� �40. _ ED a E-1 o O o 0 0 0 39.0' ED F-1ED0 ED OEOCU ( 9 % :SLOPE) �6" CRUSHED STONE OR MECHANICAL L � CD O 0 ED O ED o a ELEV. ELEV. COMPACTION. (15.221 [21) o�c� 2' Q 0 17-� 0 0 F-I El ED F oo� 37.0' 0,> 46.5' 0„ Q 44.0, DEPTH OF FLOW = `} ( 18 % SLOPE) TEE slzEs: 3/4' TO 1 1/2' DOUBLE WASHED STONE A SL A SL 2:, 10YR 2/2 INLET DEPTH = 10 2 1OYR 2 2 LOCATION MAP SCALE 1" _ OUTLET DEPTH = 14' E E LS LOAM LEACHING 4„ 10YR 5/2 4„ 1OYR 5/2 ASSESSORS MAP 248 PARCEL 220 FOUNDATION— 15' SEPTIC TANK 42' D' BOX 5 FACILITY BW Bw ZONING DISTRICT: RB 5' SL LS YARD SETBACKS: 7.5YR 4/6 9„ 7.5YR 4/6 FRONT 24" 44.5' 20 LS Cl B SIDE 10' COS 10YR 5/8 REAR = 10' " 40%10YR 6/6, 28' PLAN REF. - 165 49 32.0' 48 25 GR. 41 .66' / FLOOD ZONE: C LOT 60 C C2 COS LOT 62 MS 10YR 7/6 10YR 7/6 40 % GR. tK \ 1 00 156" 33.5' 144" 32.0' NO WATER ENCOUNTERED NOTES: - - LOT 64 1 STOCKADE N u) FENCE NOT ALLOWED 1 DATUM IS FROM BARNSTABLE G15 MAPS g 0, SEPTIC DESIGN: (GARBAGE DISPOSER IS ) 2 F." O 110 pr)` n q e.f._in i,n.I,nn u.l.+.,,lT _c C�ESIGN ...FLOW: BEDROOMS ( G. — � YY;- `r� USE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/0" PER FOOT. LOT 61 Area _ 11,000 sq.ft 3g' SEPTIC TANK'. 220 GPD ( 2 ) _ 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 0.25 Acres 5. PIPE JOINTS TO BE MADE WATERTIGHT. �1500 1 LOT 59 USE A _ GALLON SEPTIC TANK' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH .MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. 2(15.5 + 12.83)2 (.74) = 83 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE g2 SIDES: USED FOR LOT LINE STAKING. LOT 63 EXIST. io' T BOTTOM:' 15,5 x 12.83 (.74) = 147 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. SHED cK EXISTING TOTAL: 310 S.F. GPD 230 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 20 4o HOUSE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED g s. USE (1) 500 GAL. LEACHING CHAMBER WITH "4' FROM BOARD OF HEALTH. I o OF STONE AT SIDES, 3.5' AT ENDS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 0 oP. >3R LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR pR NG TO COMMENCEMENT OF WORK. pWE� EXISTING 17 52.5' HOUSE 'CF LEGEND SITE AND SEWAGE FZ�1N T�H1 Y 100.0 PROPOSED SPOT ELEVATION �OF try w _ w E 21 CARLA LANE 100x0 EXISTING SPOT ELEVATION Op IN THE TOWN OF: �R,�1✓ N P 'ETM 10o PRoposED coNTouR ( HYANNIS) BARNSTABLE BENCHMTARKE BOUND ! ^ a � - 100 EXISTING CONTOUR PREPARED FOR: MARKWOOD CORP. ELEV = 52.5' FROM GIS aD sue, 51 5o kg pAvE �' BERM 20 0 20 40 60 EDGE OF UTI L pOL � A $OARD OF HEALTH MA FEBRUARY 9, 1999 SCALE: 1 = 20 . DATE: APPROVED DATE NOTE: VARIANCE WAS GRANTED FROM BARNSTABLE BOARD OF HEALTH "330 off 508-362-4541 REGULATION" TO ALLOW A 2 BEDROOM DWELLING faX sos 362-e880 ON THIS LOT I ��P IN of �ryJ,�` `a� �iN MgsJq�y down cape engineering, inc. �� ARNE AR NE H. �s H. \ OJALA u OJALA — CIVIL cn CIVIL ENGINEERS No.2634s N, '0792 LAND SURVEYORS 939 main st. yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE 99-037 F.