Loading...
HomeMy WebLinkAbout0045 UNCLE AL'S WAY - Health 45 UNCLE AL'S, HYANNIS A=292-003.005 oil l ti , o NN v r�� y d 1990 NOTICE TO ABATE VIOLATIONS OF 310 CHRi" 15.00 TER STATE ENVIRONMENTAL CODE TITLE V• MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND 105 CMR 410.00 STATE SANITARY CODE II - MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION. 1412 The property owned b you located at listed as ParcelO050 M� Assessor's p Z�'Zr was inspectedon 199 , by�dkA/WJ-; ' �'Jg i Health Inspector for the Town of Barnstable because of a complaint. The following violations of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Oubsurf ace Disposal of Sanitary Sewage and 105 CMR 410.00 State Sanitary Code II - Minimum Standards of Fitness for Human Habitation were observed: REGULATION 310 CHR 15.02 (207) AND 105 CMR 410.300: Overflowing sewage onto the ground. This violation is a serious public health hazard. 1) You are directed to hire a licensed septage hauler to pump the overflowing cesspool within twenty-four (24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary to keep from overflowing onto the ground. 3) You are further directed to contact and hire a licensed Disposal Works Installer within seven (7) days of receipt of this letter in order to repair the system. You may request a hearing, before the Board of Health if written petition requesting same is received within seven (7) days after the date the order is served. Non-compliance could result in a fine '- of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE HOARD OF HEALTH Thomas -A. McKean Director of Public Health Haz rdous Materials Inventory Sheet Checklist / d Date Physical Street Address-Check database to ensure it exists orking Phone Number Victual Amounts—(i.e.gas being used to fuel machines,thinner to clean brushes all count as hazardous materials) Storage Information—location of storage,how long is storage for? If none,note that. Disposal Information—where and who? If none,note that: Applicant Signature—understand what is listed and noted. Staff Initial—any questions,know who to ask. Vehicle Washing/Rinsing?—provide a vehicle washing policy and e ain it—note that it was given. Attach the Business Certificate with your sign-off and comments. "The Inventory form should explain what the business consists of and the procedures the are doin . Notes need to be left to ex lain what ou discussed with them. YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1-FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE:S /-3�t�E3 � Fill in please: ., APPLICANT'S YOUR NAME/S: '0Z^ r".4.vy USINESS YOUR HOME ADDRESS: 415t! }G s ;` 1PRA 2 m C + � TELEPHONE # Home Telephone Numbe ` NAME:OF CORPORATION: NAME OF NEW BUSINESS' Ind VIA - /Z,u p,c-XeO TYPE OF BUSINESS `mac IS THIS`A HOME OCCUPATI YES TNO c 7 ��? ADDRESS OF BUSINESS /4rvW ' : /9M�r :;fad MAP PARCEL NUMBERv� When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street),to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING,COMMISSIONER'S OFFACE This individu'al has h n inter 'A of permit requirements that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION 1 Authori Si-n_ re* RULES AND REGULATIONS. FAILURE TO. COMMENT COMPLY MAY RESULT IN FINES. 2. BOARD OF HEALTH This individual n infor*gnat o the p rmit r ements that pertain to this type of business. Authorize ure** `Il�ST©0lllPf.YVIflTN�ILl. COMMENTS: HAZUW IS TIM 3. CONSUMER AFFAIRS.(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: • to y Date:e15 /13 / ,0 e TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERI LS ON-SITE INVENTORY NAME OF BUSINESS: uj b%mie BUSINESS LOCATION: VxIcte N 0P 0524- INVENTORY MAILING ADDRESS: S uA)e/1-i& 4=115 yJ± I T )4W^%,A�q r 02,&4 TOTAL AMOUNT: TELEPHONE NUMBER: (56 2 -e CONTACT PERSON: EMERGENCY CONTACT T LEPHONE NUMBER:)2�Z �� MSDS ON SITE? TYPE OF BUSINESS: INFORMATION/RECOMMENDATIONS: Fire District: j i Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Ob4erved/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid ® Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) 0 Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas d Photochemicals (Fixers) �O Diesel Fuel, kerosene, #2 heating oil NEW USED t7 Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages 99 Wood preservatives (creosote) 2- Caulk/Grout / jv7'- IQ Swimming pool chlorine 0 Battery acid (electrolyte)/Batteries /0 Lye or caustic soda Rustproofers 0 Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB-s 0 Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, (� Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels 40 Paint &varnish removers, deglossers ' (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) 0 Floor&furniture strippers OtheAproducts not listed which you feel Metal polishes mae to r hazardo's (please list): /® Laundry soil & stain removers �` Jai S .,�-�,�� (including bleach) ® Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Date:06 TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: Al w fr BUSINESS LOCATION: t/C_ fi.vr ee 4LC 1A,4A�. 41.4&gAd� NVENTORY MAILING ADDRESS: 5� rZe,2�6 5 9/ TOTAL AMOUNT: TELEPHONE NUMBER: CONTACT PERSON: l = po G!✓-� EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: 4424d10:7 1 2-I& INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous.waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) _ Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants ' Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) 0 Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) 0 Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible v Car wash detergents Leather dyes Car waxes and polishes i2 Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels ® Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor & furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers (including bleach) Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Town of Barnstable Health Inspector oF1Ne t Office Hours o Regulatory Services 8:30-9:30 t ; Thomas F.Geiler,Director 1:00—2:00 + IARNSTABLE, MASS. r Public Health Division 16;q. �0 Argo A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 AMNESTY PROGRAM APPLICANT - SEPTIC QUESTIONNAIRE 1. 'General Information: Size of Property: 1 2-1 Address: � (SA) u6 ��5 ,`-� _ Ma per(�. - Parcel 00 '0 O-S ( Name: 0 Phone #: 6 7 7 _'.77 Y-2—�- 2a. How many bedrooms exist at your property now? /. 2b. Are you planning to add any bedrooms? - `— If yes, how many? 2c.How many bedrooms total are proposed at this property (including the amnesty unit)?j 2d.Pleas�in�lud a copy of the floor plans for the entire pry - showing the existing rooms in the home plus the proposed amnesty apartment and/or addition. Please label each room clearly on the plans. 3. Is the dwelling connected to public sewer?, YES or NO If the dwelling is connected to public sewer,skip questions#4 through#9 below. 4. Location of dwelling is INSIDE or• • OUTSIDE a Zone of Contribution to public supply wells? k , 5. Is the dwelling connected to an NSITE WELL or to BLIC WA ? 6. Is a disp sal works construction permit on file? YES or NO cv E6 If yes,now many bedrooms were approved according to this permit? Bedrooms. 7�Were any:building permits obtained.for construction of additional bedrooms? YES or NO rD 8.Is there an"•engineered septic system plan on file at the Health Division?, YES or NO 9---Has the septic system been inspected by a DEP certified inspector within the last two years? YES or NO r € . t—a FOR OFFICE USE ONLY Z The.Public Health Division has no objection o bedrooms at this property. �Y 101�� Special Conditions:: S1 Signed Date ��� Q;/health/wpfiles/amnestyapp n��Ql��� i i - - A4 A7 . • 1 1 • r +' a s� im .V Y � e� •r3 c W.� � .�, .. a �> �a�� •:�� di Y1 N S Y - IOP._ wsr + I' efl4{h•SDiI►••..i' Ilk L. _ 'rgp•[Kror•tb o-S I� �•aro,r.•atswr '7rD�9• . t rt bc VS�lir Zia o:� p;it a �:'1 •o:?t � of - - - �V:i- at ! w v 3 I Yi r �Al Iva It, 71 ij lal J. L- 1, DR m " kN � '•• s•� � Nr a + I 1 � col i - I O i �vl�LT 71Y' nn 2y1-. t Mid-Cape Septic 20 Baxter Rd. Hyannis, Ma. 02601 778-0684 April 29, 1998 F Mr.Cardosa Uncle Al's Hyannis, Ma. Mid-Cape proposal to install a Title V septic for a three bedroom dwelling per Town of Barnstable and state codes. System will consist of utilizing a 1000 gallon septic tank, new D-box,five infiltrators as the designed leaching field, per code with packed stone. All the required be changed using sch. 40 p.v.c. Select trees cut and removed Price will also include all pumpings, permits, town inspections, trucking, sand, stone, labor, machine work. Any cesspools and septic tank crushed and filled with sand. Any impervious material stripped and removed per design plan. System will meet Board of Health approvals. Area to be left graded (smooth,level and hand raked). No landscape, (no loam or seed,no irrigation line replacement) Mid-Cape Septic's proposal is a guaranteed set price not to exceed any higher then stated in this contract. Price: $2500.00 Deposit to commence work$00.00 Full balance to be paid upon completion and delivery of certificate. Respectfully Submitted: Rodger E. Roberts Date The above prices, specifications and conditions are satisfactory and hereby accepted. Sign Date Signed Date Please sign both copies and return one to us. Thank You. 350 Main Street I N V Q I`'E West Yarmouth, MA INVOICE DATE INVOICE NO PAGE �5os�n�-Zsoo a : 2 oo Terms: COD I' BILL TO SERVICE AT: ` GERALDO CARDOSO Service at: GERALDO CARDOSO 67 DELTA STREET 45 UNCLE ALS WAY HYANNIS MA 02601 HYANNIS MA 02601 Agmt: I SALES )RDER NO. ORDER DATE CUSTOMER NO. REP PURCHASE ORDER NO. SHIP DATE SHIP VIA SVC 04/2;2/0;8 7914 GFRALUO.. . __ Ca1 # 1393 _.. :.. QUANTITY ORDERED ITEM NO. PRICE UNIT UNIT PRICE QUANTITY SHIPPED UNIT QUANTITY BACK ORDERED ITEM DESCRIPTION ITEM DISCOUNT EXTENDED PRICE TITLE V :.ENGINEERI;NG PLANS.` Parts charge 850..00. . :; _. :. ..:t . ... .. .. .. . . ... .>;,,. ... ,:, .. .... _. ... _. .... ,: .. _ .. .. .. . . _.. . TERMS• ALL INVOICES DUE UPON SALES AMOUN 850. 00 RECEIPT. FINANCE CHARGE 1 1/2$ MISC. CHARGES OQ MONTHLY OR AN A.P.R. OF 18$ FREIGHT 0 0 :: ON BALANCES OWED 3 0 DAYS FROM SALES TA ,:0 0 INVOICE DATE. TOTAL 850. 00 REMITTANCE COPY PAYMENT REC D ...M. 425 ;;00: .; ORMP RW6-INV61 TRANS-MICRO ELECTRONIC FORMS 180017442335 BALANCE DUE --.-425-:�0-.0: �::: I - 4 TOWN OF BARNSTABLE LOCATION �� a I SEWAGE.# i..AGE �S ASSESSOR'S MAP&LOT ` IIVSTALLER'S NAME&PHONE NO. _ eS S> C TANK CAPACM L8ACH]N-. G FACII•ITy: (type) .� . ' (size) NO.OF BEDROOMS .3 B:QiOER OR OWNER Cam` �•, - PERA±ITTDATE: COMPLIANCE DATE:, ,r� —/;L —g' Separatign Distance Between the: 1blaxium Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Priv4t _Water Supply Well and Leaching Facility (If any wells exist 00.site or within 200 feet of leaching facility) Edge .Of Wetland and Leaching Facility(If any wetlands exist { Feet cithin 300 feet of leaching facility) Fuiished by Feet . _ I A- r -35F - Rro.� Act d Town of Barnstable Growth ,Management Department. -367 Main Street, Hyannis, MA 02501 Tel, 862-4678 Fax: 862-4782 FAX COVER SHEET . Inn 'i To: / '` 1 (i Date: o— Time: Attn: Number of Pages (incl. cover sheet): From: . Comments: ' Vv Cs� S �/l d LtiE 'ON Wdso :Z i 900Z 'E l *w L- s - �a t � .kY 3 c • 5 s` _ '- 1 �.wPSo i r • --Ail'� •-.. •- - ._ _;�i�.�� --- ui �� �_ ��•'� �• i fig! ~'���� ��� 471, mmill 12 ate i a -• - — t • !�_ _may,' „-i • fa � -� 1- - . I �/Z d LtiE 'ON - z ' 1 i . 1 i � f ... - ��.. •gym. _ -,-- ' @� �/� d LtiE 'ON Wd50 :Z1 900Z '�l '1Nr 3 et La i i 3 +oo _ s+ 5 £ �a if uj 5 sg : =a Z t 6 - 6 G � ° At t9 .' qn�--larzp -- i• _?f�4�H-f9il i_i" ' � oaa4 ns7s Q- 1E 'fgaV-testw"7Ns�T 1 'an.•tr-a1NeP'Wa 4`2 � .. - _ _ �� zo ij ' � -------- _� I ,� is � _ - " -+- _ �s.� •-_ _I �'. as.ia • •sae � / i �, - �' t` �ec wo CAOI M. 1 3 i T I �aa.gat► -»aw vt= - - - r Vi IN L t i (� d _r INI Message Page 1 of 1 McKean, Thomas From: McKean, Thomas Sent: Wednesday, July 12, 2006 10:26 AM To: Taylor, Madeline Subject: RE: 45 Uncle Al's Way, Hyannis-Geraldo Cardoso Good Morning Madeline, The septic system is designed for three bedrooms. This property is limited to three bedrooms maximum. The floor plans are not approved. It shows five bedrooms plus two enclosed storage rooms adjacent to lower level apartment. I don't see anywhere on the plans where the two extra bedrooms will be removed. Also, if the storage rooms are finished rooms rather than "unfinished," there needs to be more work done to remove these rooms. Please ask the applicant to submit revised plans showing a maximum of three bedrooms at this property. -----Original Message----- From: Taylor, Madeline Sent: Wednesday, July 12, 2006 10:10 AM To: McKean, Thomas Subject: 45 Uncle Al's Way, Hyannis - Geraldo Cardoso Hi Tom I sent you over a septic questionnaire for the above property the other day. I don't know if you've had a chance to look at it yet but I would really appreciate it if you get a moment to review it. I would like to get Mr. Cardoso on the August hearing. It's a complicated situation. Basically Mr. Cardoso went to 200 Main St a while back to register for the rental registration (which hadn't even been passed by the council at the time)for this There are 3 bedrooms upstairs and four bedrooms in the lower level. He really property. p Y wants to comply and is eager to move forward so he can rent out the apartment. He is in a WP/GP area and I told him that he could probably only have 3 bedrooms total. He is willing to remove one bedroom from the main house and three from the apartment. He will revert the two rooms in the basement back to storage areas. Can you please advise? Thanks Madeline r 7/12/2006 Message Page 1 of 1 McKean, Thomas From: McKean, Thomas Sent: Wednesday, July 19, 2006 9:20 AM j To: Taylor, Madeline / i" During our staff meeting held yesterday, we reviewed the three applications. The following comments and questions were received: 7 Thach Lane- Question: What is the floor-to-ceiling height at the"second floor loft?" Is this a sleeping loft? The septic system appears to be adequate for three bedrooms. 45 Uncle Al's Way- If the two storage rooms are finished rooms, more work needs to be done to remove these rooms (also reference email dated July 12th). A revised floor plan was received however, these rooms have doors and there is privacy provided between the apartment and these rooms. 44 Mark's Path (Three level home)- The submitted sketch is inadequate. Please ask the applicant to submit a neatly drawn floor plan using a straight edge, labeling every room, along with dimensions and doorway widths. The submitted floor plan shows an unlabeled room adjacent to the"dining room" in the basement. What is it? There weren't any dimensions provided to the doorways, including to the"family room." Where is the staircase on the basement plan? It isn't shown. The applicant has another option: eliminate a bedroom from the first or second floors of the home by providing a five feet wide opening within a another doorway or wall between rooms(also reference emails dated May 3, 2006) . -----Original Message----- From: Taylor, Madeline Sent: Monday, July 17, 2006 10:27 AM To: McKean,Thomas Subject: Septic Approvals Hi Tom I need to get things finalized for the August Hearing and was hoping you could send me over approval notices for 44 Marks Path, Hyannis (conditional upon the family room doorway being widened to four feet) and 45 Uncle Al's Way(conditional upon opening up the 3rd bedroom in the main house to five feet and removing two bedrooms from the lower level).Also Thach Lane would be great too- I know you said you found something on file for it. I really appreciate your assistance. Thanks Madeline 7/19/2006 No. / ���y c Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes p �J PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS TippYication for Migonl *pgtem Congtruction permit Application for a Permit to Construct( )Repair(�)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. tJ"r✓ Owner's Name,Address and Tel.No. Assessor's Map/Parcel COL., Q Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. rV.,,1Z1-uN4tn-s�&9m Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 4!5:`n Description of Soil Pw Nature of Repairs or Alterations(Answer when applicable) ( oyl k C4�G`1y 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 Co and not to place the system in operation until a Certifi- cate of Compliance has been ' this and of Health. Signed Date Application Approved by edmKC, Date S—7` 91a, Application Disapproved for the following reasons Permit No. 9 Z d' 7 Date Issued S= 7—9 No. Fee � / 1 Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes V PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS p+: Zipplication for Mgonl *p.5tem Construction Permit x Application fora Permit to Construct(• ')Repair(C)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Addressor Lot No."1 Owner's Name,Address and Tel.No. Assessor's Map/Parcel 'T� _d0 .co C.G✓c� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. iv,,\`O—LA-(tom S&P`t\(.1 ,` G)o 6AK-rr✓ k t _t AV_V%-4-S ` Type of Building: . Dwelling No.of Bedrooms A Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tan kf I ;, 't S'r i 161AD Type of S.A.S. Description of Soil �-�� 5 PNO t Nature of Repairs or Alterations(Answer when applicable) ��`Aw�� �� V-\k.c,\P, Cc,PCO `, Date last inspected: k Agreement: ,ter' e undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system r"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 ' this and of Health. Signed Date Application Approved-by Date S 7-- 9� Application Disapproved for the following reasons' �4 Permit No. �� 7- ir ' Date Issued 'd +, THE COMMONWEALTH OF.MASSACHUSETTS i, BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS�TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(X) Abandoned( )by '%V 'A S at y S N6 e.- If%X- - cti�,►��5 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No, 9 7 Z-F—7 dated ,S=7 Installer Designer The issuance of this permit all`nol Qlcens jas a guarantee that the system ill ion ag\designed. Date Inspector Fee �V) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Miopogal *potem Construction permit Permission is hereby granted to Construct( )Rep ' (�Upgrade( )Abandon( ) System located at VW_A- 4\S 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:Construction must be completed within three years of the.date of this permit. Date: ' 9� Approved by TOWN OF RNSTABLE LOCATION L'' Vtl1 �110A SEWAGE.# - VII.LAGE I-I uunr►:S ASSESSOR'S MAP& LOT :.INSTALLER'S NAME&PHONE NO. : SEPTIC TANK CAPACITY LEACHING FACILITY: (type) a (size) NO':'OF BEDROOMS .3 `B:UILDER OR OWNER PERMITDATE: COMPLIANCE DATE: i S00aration Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Piivate:Water Supply Well and Leaching Facility (If any wells exist : .,on.sire or within 200 feet of leaching facility) Edge o.f Wetland and Leaching Facility(If any wetlands exist � Feet within 300 feet of leaching facility) Furnished by Feet RtG� o - �.,p O I d OCCA o ff} EoA TOWN OF BARNSTABLE �FTHET0 OFFICE OF = NARKSTAM BOARD OF HEALTH M"s. t639. �e0 367 MAIN STREET 'EO MAY HYANNIS, MASS. 02601 March 20, 1997 Mr. Thomas McLellan, P.E. Demares-McLelland Engineering 24 School Street P.O. Box 463 West Dennis, MA 02670 RE: 45 Uncle Al's Way,Hyannis Dear Mr. Mclellan: The Board of Health is in receipt of your site and sewage plans dated March 3, 1997 to replace the onsite sewage disposal system at 45 Uncle Al's Way, Hyannis. The following information and plan revisions are needed: (1) The bottom of the soil absorption system shall be located at least five(5) feet above the maximum adjusted water table. The submitted plan only shows 3.59 feet above the maximum adjusted(USGS)water table. (2) The designing engineer shall verify the total number of bedrooms inside the dwelling using the definition of"bedroom"contained in Title 5,the State Environmental Code. Please observe the interior of the dwelling and provide a sketch of the room locations to the Board. (3) This dwelling is located within a zone of contribution to public water supply wells. The Board of Health prohibits discharges of anymore than 330 gallons per acre per day on a one acre lot. This lot is only 52,574 square feet. The submitted engineered plan states there are five (5)bedrooms in the dwelling. Five bedrooms at this site are not authorized. It is our understanding that the two additional bedrooms were constructed without a building permit: Therefore,these two bedrooms shall be removed. Please submit a revised plan to the Board of Health at your earliest convenience. Sincerely yours, Susan G. Rask, R.S. Chairperson cc: Ralph Crossen Timothy Maloney 7 do3 , cos No. " Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for M!5po.5ar 6potem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( Abandon( ) El Complete System El Individual Components Location Address or Lot No. U/7 C/e. 14.S WA,-' Owner's Name,Address and Tel.No. 7,s 6 02 /iNl 1Y1.4fd/1e� Assessor's MapRarcel Installer's Name,Add ss T q00Designer's Name,Address and Tel.No. 350 Main Street D+m e n cl W. Yarmouthi MA 02673 Type of Building: C— Dwelling No.of Bedrooms .7 Lot Size 6�2 S-9 q sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 6 a2 gallons. Plan Date 3_-1 m 9 7 Number of sheets / Revision Date A111 Title _ Sste. f- Sc,ajnge P14N Size of Septic Tank /Bon Type of S.A.S. _ �J�r n/,4AJ Description of Soil d f lot Nature of Repairs or Alterations(Answer when applicable) L� �.f 1.4"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 by this Boar f al Signed Date 7 Application Approved by Date Application Disapproved fort following reasons Permit No. D Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUiw(A6 �-, ,,,T r"°nERVISE GNING ENGINEER MUST SU ��✓I Certificate of CotuY !w.ATION AND CERTIFY 1hITVRfTISE 0 !N NQ THIS IS TO CERTIFY, that the On-site Sewage Disposal System CC�- Abandoned( )by C' A� ,'Q ��• I , at i/,S an tt A/S L,A!!�Y &�ifflyi°s has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9 7- 1[ S— dated Installer 0 Designer The issuance of this permit shall not be construed as a guarantee that the system will function as des'gned. Date Inspector No. 7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for ;Di!5po.5ar *potem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 7 u 7 de_ 1411 1-1,4 'ner's Name,Address and Tel.No. .7 / Z/O a TI M n1.4 lane V (o 'Assessors Map/Parcel n.Ste' f O I� I A.. �- vr� ox j Installer's Name,Add el- Designer's Name,Address and Tel.No. ` r*'&� GANCO 1+rn �� 350 Main Street , cj �7�d W. Yarmouth, MA 02673r" - Type of Building: Dwelling No.of Bedrooms S Lot Size Sa 7 q sq.ft. Garbage Grinder( ) Other,,. Type of Building No: of Persons Showers( ) Cafeteria( ) Other Fixtures t.. Design Flow SY0 gallons per day. Calculated daily flow la aaZ gallons. Plan Date Number of sheetssfRevision Date All", Title .ftte + .Sia/nnp PI�,V i . 1 ; f Size of Septic Tank loot) (P.t s i-Mt ; is Type of"S''.A.S. !1 P C n/A A/ t�. Description of Soil l)P f - fa / ,•tj !Nature of Repairs or Alteratid's(�lriswe'w en applicable t i . J Date-'last inspected: Agreement: ' The undersigned agrees to ensure the construction and ma•tena ce of th afore described on-site sewage disposal system g g # ,� �,. � �',, g P Y in accordance with the provisions of Title,,5 of the Environmen al Ctdde and n t to place the system in operation until a Certifi- Cate of Compliance has been issued bS Iris " ar of ea�lC Signed -,`i ")>`.:• Date 3 7 Application Approved by _ Date _! -4-7 Application Disapproved for the following reasons r Permit No. 7 7In f5 ' Date Issued i- t..M'�� � F " THE COMMONWEALTH OF MASSACHUSETT ` BARNSTABLE, MASSACHUSETTS,, Certificate of Compliance �P THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( ) pgraded( .� Abandoned( )by C14 AJL v at _11,57- Uhe �t A/S 4MK Y,4 1, r has been construrej n accordance with the provisions-of Title 5 and the for Disposal System Construction Permit No. 7 7- /0S' dated Installer rZ4AA( 4, Designer The issuance of this permit shall not be construed as a guarantee.that.th_e system will function as designed. Date Inspector --------------------- ------------ Ik No. / — 1 Q. Fee J Q THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE.,.MASSACHUSETTS 1Wigo2;al *p!5tem Con0truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( wl)Abandon( ) System located at Lf //h!"& �s Lr./ i 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:Construction must be completed within three years of the date of this permit. Date: 2 7 Approved by TOWN OF BARNSTABLE THE 6�P ♦� OFFICE OF Bsaa9TssL : BOARD OF HEALTH ruse 9 i639' � 367 MAIN STREET - �'D qPY k. HYANNIS, MASS.02601 April 17, 1997 Mr. Timothy Maloney 98 High School Road Hyannis,MA 02601 RE: 45 Uncle Al's Way Dear Mr.Maloney: On Tuesday April 15, 1997, I received your undated letter, loan bill, loan statement from Braintree Cooperative Bank,and keys. Your letter states "enclosed please find the keys to the property at 45 Uncle Al's Way and the bill for the first payment of the refinanced mortgage. Should you have any further.questions,please contact Attorney Frank Devor." Our Health Agent telephoned Attorney Frank Devor. Mr, Devor stated that he does not know where to bring the keys, loan statement, and loan bill. Therefore, enclosed I am returning the keys,loan bill, and loan statement to you.'It appears that the payment was due from you on April 15, 1997. It is our understanding from talking to your engineer,Thomas McClelland,that the septic system leaching facility could be installed five feet above the maximum adjusted water table if there are only three (3) " -bedrooms inside the dwelling. However,--on April 17, 1997, your attorney, Frank Devor, stated to Mr. McKean that.there are in fact five bedrooms inside this.dwelling although only three bedrooms are 'allowed on this parcel located within a zone'of contribution to public water supply wells. Attorney Frank Devor stated that he may„request a hearing before the Board of Health at their next meeting scheduled on June 3, 1997 in order to resolve these issues, but he will need to confer with you first. L , You are in violation of the Board of Health "330" Regulation (copy enclosed). The Board will not approve a three bedroom design and cannot approve a.five bedroom design without a variance which would allow you to have this many bedrooms. Please contact us to schedule a hearing at your earliest convenience in order to resolve this matter. Sincerely yours, Susan G. Rask,R.S. Chairman Board of Health Town of Barnstable cc: Frank Devor Thomas McClelland Jeffrey Cannon malone/wp/q 4 TOWN OF BARNSTABLE / OF THE t0 OFFICE OF • s, ,ARI,TAIM : BOARD OF HEALTH 'gyp rb 9. 367 MAIN STREET HYANNIS, MASS.02601 April 17, 1997 Mr. Timothy Maloney 98 High School Road Hyannis, MA 02601 RE: 45 Uncle Al's Way Dear Mr. Maloney: On Tuesday April 15, 1997, I received your undated letter, loan bill, loan statement from Braintree Cooperative Bank, and keys. Your letter states "enclosed please find the keys to the property at 45 Uncle Al's Way and the bill for the first payment of the refinanced mortgage. Should you have any further questions, please contact Attorney Frank Devor." Our Health Agent telephoned Attorney Frank Devor. Mr. Devor stated that he does not know where to bring the keys, loan statement, and loan bill. Therefore, enclosed I am returning the keys, loan bill, and loan statement to you. It appears that the payment was due from you on April 15, 1997. It is our understanding from talking to your engineer, Thomas McClelland, that the septic system leaching facility could be installed five feet above the maximum adjusted water table if there are only three (3) bedrooms inside the dwelling. However, on April 17, 1997, your attorney, Frank Devor, stated to Mr. McKean that there are in fact five bedrooms inside this dwelling although only three bedrooms are allowed on this parcel located within a zone of contribution to public water supply wells. Attorney Frank Dev tated that he may request a hearing before the Board of Health at their next meeting sc eduled on June 3, 1997 in order to resolve these issues, but he will need to confer with you first. You are in violation of the Board of Health"330" Regulation (copy enclosed). The Board will not approve a three bedroom design and cannot approve a five bedroom design without a variance which would allow you to have this many bedrooms. Please contact us to schedule a hearing at your earliest convenience in order to resolve this matter. Sin erely yours;` usan G. RTa�sk 1 cc: Frank Devor ✓ ^c Thomas McClelland Chairman Jeffrey Cannon malone/wp/q TOWN OF BARNSTABLE �F THE TOE OFFICE OF I 11saa9TABL s BOARD OF HEALTH rued �o i639• 367 MAIN STREET MAI k HYANNIS, MASS.02601 April 17, 1997 Mr. Timothy Maloney 98 High School Road Hyannis, MA 02601 RE: 45 Uncle Al's Way Dear Mr. Maloney: On Tuesday April 15, 1997, I received your undated letter, loan bill, loan statement from Braintree Cooperative Bank, and keys. Your letter states "enclosed please find the keys to the property at 45 Uncle Al's Way and the bill for the first payment of the refinanced mortgage. Should you have any further questions, please contact Attorney Frank Devor." Our Health Agent telephoned Attorney Frank Devor. Mr. Devor stated that he does not know where to bring the keys, loan statement, and loan bill. Therefore, enclosed I am returning the keys, loan bill, and loan statement to you. It appears that the payment was due from you on April 15, 1997. It is our understanding from talking to your engineer, Thomas McClelland, that the septic system leaching facility could be installed five feet above the maximum adjusted water table if there are only three (3) bedrooms inside the dwelling. However, on April 17, 1997, your attorney, Frank Devor, stated to Mr. McKean that there are in fact five bedrooms inside this dwelling although only three bedrooms are allowed on this parcel located within a zone of contribution to public water supply wells. Attorney Frank Devo stated that he may request a hearing before the Board of Health at their next meeting scheduled on June 3, 1997 in order to resolve these issues, but he will need to confer with you first. You are in violation of the Board of Health"330" Regulation (copy enclosed). The Board will not approve a three bedroom design and cannot approve a five bedroom design without a variance which would allow you to have this many bedrooms. Please contact us to schedule a hearing at your earliest convenience in order to resolve this matter. Sin erely yourls usan G. Rask, � � cc: Frank Devor Thomas McClelland Chairman Jeffrey Cannon malone/wp/q Dear Susan, Enclosed please`-find the keys to the property at 45 Uncle Ails way and the bill for;. the first payment of the refinanced mortgage. Should you have any further questions please contact Attorney Frank Dever at 617-963-2013 . I Sincerely 'timothy L. Maloney. l J 50 1 51 0060-R DUE DATE 04/15/97 NUMBER PAYMENTS 1 as .ee At1�1 o: �6n PAYMENTS DUE 841 .56 BRAMTREE COOPERATWE BANK LATE CHARGES .00 - _---- ESCROW SHORTAGE .00 1010 Washington Street.South Braintree •O 0 171 Washington Street.Braintree•843.1370•Member FDIC/SIF M I S C AMOUNT TOTAL DUE 841 .56 IF PAYMENT MADE AFTER 04/30/97 INCLUDE LATE CHARGE OF .34.78 PROPERTY ADDRESS 047 MALONEY REALTY TRUST 45 UNCLE AL 'S MAY TIMOTHY L MALONEY SR TRUSTEE HYANNIS MA: 02601 TIMOTHY L MALONEY JR TQUSTFE 98 HIGH SCHOOL ROAD HYANNIS MA 02601 EXTRA AMOUNT APPLIED TO -------- $------------ BILLING DATE 4101 /97 7.3: 12 PLEASE RETURN THIS LOAN BILL WITH PAYMENT - LOAN STATEMENT ACCOUNT NUM8E0 50 1510060-R INTEREST RATE 9.1250 ESCROW BALANCE 875.40 PRINCIPAL BALANCE 86P200.00 `�RAnvrREE coopERATTVE BAivx O U E DATE 0 4/15/4 7 TOTAL DUE 841 .56 1010 Washington Streel,South Braintree - 172 Washington Street.Braintree•841-I170•Member FDIC/SIF ESCROW PRINCIPAL INSURANCE OTHER DUE-DATE PMT-AMOl1NT INTERFST DUE DUE DUE DUE DUE DUE 04/15/07 141 .56 655.43 145 .90 4f1.1g .0►0 YTD TAXES - n0 YTD .INTR 65.02 . KEEP THIS STATEMENT .FOR YOUR RECORDS h. i a i Susan G. Rask,R. S . Chairperson, Board of Health. 2 5,48 659 973 Receipt for Certified Mail No Insurance Coverage Provided � UNRED STATES Do not use for International Mail POSTAL SERVICE (See.Reverse) Sent to L Str7 and No. V l6 P.O. ate and ZIP Co O 40 Postage or M E Certified Fee O f LL Special Delivery Fee N a F�?tSl'<%lDB(yqe y f&q I;etttrrn F�ece�pt ow� g ,to0hom&:Date Delivered Return Receipt Showing to Whom, Date,and Addressee's Address TOTAL Postage &Fees Postmark or Date /`�� STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES(see front). a 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached and present the article at a post office service window or hand it to your rural carrier(no extra charge). t 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the return M address of the article,date,detach and retain the receipt,and mail the article. 9 t 3. If you want a return receipt,write the certified mail number and your name and address on a 2 return receipt card,Form 3811,and attach it to the front of the article by means of the gummed Co Co ends if space permits.Otherwise,affix to back of article.Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 00 4. If you want delivery restricted to the addressee,or to an authorized agent of'the addressee, co endorse RESTRICTED DELIVERY on the front of the article. E 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If return receipt is requested,check the applicable blocks in item 1 of Form 3811. a 6. Save this receipt and present it if you make inquiry. 105603-93-13-0218 -4 TOWN OF BARNSTABLE ypi T H E T�� OFFICE OF I is Beaa9TABL i BOARD OF HEALTH i639' \�0 367 MAIN STREET CEO MPY k' HYANNIS, MASS.02601 January 9, 1996� Mr. Timothy Maloney Maloney Trust 98 High School Road Hyannis, MA 02601 ORDER TO ABATE VIOLATIONS OF 310 CMR 15.00 THE STATE ENVIRONMENTAL CODE TITLE V, MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE You are ordered to hire a registered professional engineer to design a plan of a proposed replacement septic system at 102 Uncle Al's Way(AKA 45 Uncle Al's Way). The prepared plans shall be submitted to the Board of Health within thirty (30) days of your receipt of this letter. On September 18, 1996,Health Inspector Edward Barry observed raw sewage on the ground at 102 Uncle Al's Way, Hyannis. A written order letter was sent to you directing you to correct the problem. After you received the order letter,you requested a hearing. On November 5, 1996 you attended a hearing before the Board of Health which resulted in a request from the Board of Health for an investigation by the Public Health Division to determine what potentially caused the failure of your septic system. The investigator discovered that more than 1,000 gallons of water was used per day on the average during a recent 90 day period in 1996. The existing septic system was originally designed to handle only 330 gallons per day for the three(3)bedroom dwelling. Therefore, more wastewater was apparently discharged than what the septic system could handle. The Board of Health is in receipt of your letter dated December 19, 1996 which states that you are in the process of securing a loan from Braintree Cooperative Bank and"Canco"is preparing plans. In response to your letter, the Board of Health hereby orders you to hire a registered professional engineer to design a plan of a proposed replacement septic system. The plans shall be submitted to the Board of Health within thirty (30) days of your receipt of this letter. PER ORDER OF THE BOARD OF HEALTH Sus �Gs .S. Chairperson Board of Health SENDER: I also wish to receive the a ■Complete items 1 and/or 2 for additional services. ri ■Complete items 3,4a,and 4b. following services(for an i y ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ai 0 ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. y ■Write°Return Receipt Requested'on the rmailpiece below the article number. 2. ❑ Restricted Delivery (p r ■The Return Receipt will show to whom t&article was delivered and the date a delivered. r.' Consult postmaster for fee. c 3.Article Addressed to: 4a.Article Number � C� c 3 ` E �j� 4b.Service Type c ti?i�% ¢ k5e ❑ Registered Certified rnExpress Mail ❑ Insured c❑ Retum Receipt for Merchandise ❑ COD 7.Date o 13 aeived By: (Print ame) 8.AZ(drereels Ad Fe is a iy if requested id�' 6. Ignature:(Addressee or Agent) c b� X �► `pos N - PS Form 3811,,December 1994 "®,Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box• i I Health Division Of Barnstable P-0 BOX 534 Hyannis,Massachusetts 02601 Z. 348 659 '910 aw Receipt for Certified Mail No Insurance Coverr_ge Provided 1MITED STATES Do not use for International Mail POSTLL SERVICE (See Reverse) 9 Sant t w m t Street d o. 2 cis P.O., to �;CTZIP cotpl 25 Postage CO)CID E Certified Fee O O u- Special Delivery Fee CO a ft'estri'ci�d"Delivery'Fed R`et5'rn''Rec�pt Sh'ow7n"g'1 / a _ to Wfiom&Date Delivered T U Return Receipt Showing to Whom, Date,and Addressee's Address TOTAL Postage &Feesa,v� Postmark or Date STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES(see front). a 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address 12 leaving the receipt attached and present the article at a post office service window or hand it to your rural carrier(no extra charge). S 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the return rn address of the article,date,detach and retain the receipt,and mail the article. M r L 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits.Otherwise,affix to back of article.Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. i O CD 4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee, M endorse RESTRICTED DELIVERY on the front of the article. .€ 0 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If LL return receipt is requested,check the applicable blocks in item 1 of Form 3811. d 6. Save this receipt and present it if you make inquiry. 105603-93-B-0218 Town of Barnstable ..� t Department of Health, Safety, and Environmental Services �BARNFrABM Mom' Public Health Division i639. 1% 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A McKean FAX: 508-775-3344 Director of Public Health September 25, 1996 Timothy Maloney Maloney Realty Trust 98 High School Road Hyannis, MA 02601 NOTICE TO ABATE VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE, AND 105 CMR 410.00 STATE SANITARY CODE 11 - MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION. The property owned by you located at 102 Uncle Als Way, Hyannis listed as Parcel 003.005 on Assessor's Map 292 was inspected on September 18, 1996 by Edward Barry, Health Inspector for the Town of Barnstable, because of a complaint. The following violation of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and 105 CMR 410.00 State Sanitary Code 11- Minimum Standards of Fitness for Human Habitation was observed: REGULATION 310 CMR 15.02 (207) AND 105 CMR 410.300: Overflowing sewage onto the ground. This violation is a serious public health hazard. 1) You are directed to hire a licensed septage hauler to pump the overflowing cesspool within twenty-four(24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary to keep from overflowing onto the ground. 3) You are further directed to contact and hire a licensed Disposal Works Installer within seven (7) days of receipt of this letter in order to repair this system or connect to town Y- sewer. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days after the date the order is served. Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OYAHE BOARD OF HEALTH T as A. McKean Director of Public Health 11/14/98 14:26 BARNSTABLE WATER CONPANY 001 BA MSTAI= WA%TA COMANY P O BOX 326 47 Old Yarmouth Road ' By-amis MA 02601 OUR TELEPHONE NUMBER-- OUR FAX NUMBER; 508-790-1313 PLEASE DELIVER THE FOLLOWING PAGES TO: NAM Terry DuuuinR . ' ' . FROM: Rene DMi las COMPANY: lsarustable Board of Health PAX, NO: 775=3344 DATE:, 1/14 96 TOTAL NUMBER OF PAGES (including this pagel : 3 PLEASE REALIZE OUR READINGS ARE 7N HUNDREDS CUBIC FEET. IF YOU HAVE ANY FURTHER QUESTIONS, PLEASE. DO NOT HESITATE TO CONTACT US. 11/14/96 14:26 BRRNSTRBLE WATER CONPRNY UO2 IN(4111 RY ft(COUN1 NllMm R V92-1"-* 46(5-*w* OWNIA "'i NIAML & flf)f)RL!3.i C.M31.IMl, R ' 5 NAMl, I I.MUIilY*'''* MALONI.Y`d.4 10 C..Ii N L i l' :i M J..C I I I. 4'5*1)N1;I. l.'"flll..;�""14I1Y *•"'***wr ,�ii UNCL..C: AL.0 WAY IMiNNI:; Mt1 0?.601 1,.:j94 11'(ANN.13 MA 02601 001 3l:.ItV1(;L NUMl1L1( '""".*w" "(IH0J* IJII..L.1NG hAII' It3 R(WIt; #,I N(;TJVL I UK BILLING Y "JERVICE L]NL SIZE BTIA V'OR WAIL-:R Y UAVL lWiIALLfU Ol 10 199U 1YNt: BILL. foR htWER N UTL.1 SEASONAL WAICR ON MI.:.lJ.H NUM111-,R 3466!iI:10 MAKt. NILPIIINt: :i (ZL U/8 DA I-L J N;i I ALLED O8 21 1990 SL1' 08 21 1990 LOCATION REM-1. . 1' . DOOR RL-ADING SEQUENCE NUMtJl,-. t 6034U28 (;11L(,K MLfLR N OUT OF ON CONSUMLAC S PIIONL NUMUrR 000 000 0000 3000RITY DEP05I1' Uf IJLIJ PHONE NUMIJI_I? 000 000 000U c;Itt.:U l I' RA I LNG 3 UA I C Ql-.'(;L lVLU UO U 1( NN 000 Nor.(:!si (pri.2) *** PF'9....JOU ENTI:R•j.i(;HN2 , I'I 1 =l.J :il hf 3/LYNX I / N::I:; , Nt tl�c;IlANt;l..:i , PI lt�NliN :iCItN, . 1'1717=1,.) 11/14/96 14.27 BARNSTABLE WATER COMPANY 003 i.:U:i I OMI R !:0N.;k1MP I JON IIT:'iTt)I<Y At:(;OUN I NUMIJLI( 292 'fit)'' r.W3 COMCR NAMC: TIMOTHY MAL.ONCY ;iI:ItV 1(.;i. I.00Il I ,CUM �'� (1Nt:L,L Al..;; WAY AD ENG I)A 11 5 READINGS I't.,;(lOu (mr11)I)YY ) (CGV) ALI0Io4nNC1':. t1ALF)NCC. VlR0T l 1 OLL 96 12li0 A :;LrON0 OU U2 96 l .lt)'1 ra AVL ItAGC WAYCR LILA 49 1 H.I RD l)1. 07 96 106U A YCAri f'o Dri ► 1 wA rl:It 1J:�1: �., I Ou(c ► 11 u O1; 96 iU.i'7 A F- IFTH 11 03 95 1013 A NUN StWI:K U:C S I X I II O11 UJI 95 986 A 0111LK USE SEVENTH 05 03 95 950 A C IGN 1 11 U2 02 95 903 A NINTH 11 03 94 862 A FLN I'll 08 O1 94 799 A NON SEWER FIMSf READING CLCVENTII 05 03 94 727 A NUN 3LWI.lt 3CCOND KI:AD CNG fWLLI• Ili 02 03 911 690 A NON SE.WLM METER NO. THIRTEENTH 11 02 93 658 A I-OUR I liEN I'll UO O.1 9J 626 A LNII: K — I I13\31 SCRI•I"N PFKCY 14 PRINT 5CR1•'FN Nw 'fo �p MoN CUSTOMER CONSUMPTION HISTORY ACCOLNT NUMBER 292 465 CUSTOMER NAME TIMOTHY MALONEY CS) . SERVICE LOCATION 4S UNCLE ALS WAY READING -. DATES READINGS USAGE PERIOD (MMDDYY) (CCF) (CCF) -__. ... ALLOWANCE BALANCE FIRST 11 04 96 1250 A 141 SECOND 08 02 96 1109 A 49 AVERAGE WATER USE 49 THIRD 05 07 96 1060 A 23 YEAR TO DATE WATER USE 237 FOURTH 02 05 96 1097 A 24 >- FIFTH 11 03 9S 1013 A 27 cc NON SEWER USE SIXTH 08 03 95 .986 A 36 o _ OTHER USE SEVENTH 05 03 95 950 A 47 EIGHTH 02 02 9S 903 A 41 w NINTH 11 03 94 862 A 63 ¢ - TENTH 08 01 94 799 A 72 ' 3 NON SEWER FIRST READING ELEVENTH 05 03 94 721 A 37 NON SEWER SECOND READING TWELFTH - 02 03 94 690 A 32 Q _ NON SEWER METER NO. THIRTEENTH 11 02 9:3 658 A 33 FOURTEENTH 08 03 93 625 A z ENTER = FIRST SCREEN PFKEY 14 =, PRINT SCREEN v v m v ro Town of Barnstable BAPIMeBM Department of Health, Safety, and Environmental Services MASS. Public Health Division 16s9• , 103� 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344. Director of Public Health October 8, 1996 Timothy Maloney Maloney Realty Trust 98 High School Road Hyannis, MA 02601 RE: 102 Uncle Al's Way, Hyannis Dear Mr. Maloney: I am in receipt of your letter dated October 6, 1996 requesting a hearing before the Board of Health regarding overflowing sewage observed on the property owned by you located at 102 Uncle Al's Way, Hyannis (also known as 45 Uncle Al's Way). You are scheduled to appear at the Board of Health meeting on November 5, 1996 at 7:00 P.M. at the 2nd floor Conference Room, Town Hall, 367 Main Street, Hyannis. Sincerely yours, omas A. McKean Health Agent Town of Barnstable TM/bcs maloney 10/06/96 t Mr Thomas A. Mckean Mr Timothy Maloney Town of Barnstable Maloney Realty Trust Public Health Division 98 High School Road 367 Main Street Hyannis, MA 02601 Hyannis, MA 02601 508-775-6402 we are responding to certified correspondence Z348659910. Alleged violation of Health Codes at #45 or #102 Uncle Als way, Hyannis, MA. We do in fact request a hearing with regards to the allegations . sincerely, Timothy l Maloney. -L� z } TOWN OF BARNABLF, LOCATION v�L / A GG U SEWAGE # f� rZ� VILLAGE A1lS ASSESSOR'S MAP & LOT D INSTALLER'S NAME & PHONE NO. -,Y J' 005- SEPTIC TANK CAPACITY lee 0 C LEACHING FACILITY:(type) �DLv�/�,Q�is� - (size) NO. OF BEDROOMS-PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes ` No ,�.�, TOWN OF BARNST.ABLE �— LOCATION L� O(/���[ S f A G.�C SEWAGE#' 'VILLAGE H Gic .ASSESSOR'S 1c MAP & LOT INSTALLER'S NAME&PHONE NO. o [ PA�t 77d"� 06�?W SEPTIC TANK CAPACITY LEACHING FACILITY: (type) `" i' -0 �- (size) NO. OF BEDROOMS 3 BUILDER OR OWNER PERMTTDATE: c5�6 �/ggb' COMPLIANCE DATE:,- • _ 6 / a 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' ^r P L J�� o . q LL �' !l Tp. #1 ExIsT. GRD. 50.7 53-0--IN.rwADE(MIN) The sanitary sewage disposal system shown hereon SEE NOTE 09 shall be constructed in accordance with the 15 MI N-C' requirements of Title V of the state environmental RAISE FD4X8-D COVER ONLY _�_42-7 code and local Board of Health regulations. FINISHED GARAGE FLOOR NIA FINISHED GRADE 53.4 - 2. Any- verificaLion or modificatins to this design m1w. FJNI;J� I NOTE #9 VLrIPLE Dtf FOSV-9, UN Vr: FINISHED FIRST FLOOR 612 51,80 t4N. 6­ must be approved in writing by the engineer and J. F I.IQUIL) LLVEL- M V4 e local Board of Ilealth when the system T FLOOR 53.2 MIN- 5' 50.2 .0 J09 IC SEE NOTE the Board of Health prior to implementation. TOP OF FOUNDATION 57.2 5=2.0% 3. Notify th FINISHED BASEMEN A 10.0, is ready for inspection, prior to backfilling. 7 MIN. INVERT AT FOUNDATION 52.40 14' 4.0' 5'-8" 4_ If confirmation of construction is required by an 52.40 INVERT INTO SEPTIC TANK 52.15 51.20 su engineer, notify this office prior to backfill of 5 9 the system. -T-: -M WA7SR _M13L 4 6.2 4 TEE INVERT OUT OF SEPTIC TANK 51.90 ADJUSTED WATER 7APtE INVERT INTO D-BOX 51.80 4" SCHEDULE 40 PVC, SOLID 4" SDR 35 5. Contractor shall verify and check bench mark as OR APPROVED 5.5. shown on this plan prior to construction of the PIPE-OR APPROVED EQUAL EQUAL ed system. propos INVERT OUT OF D-BOX 5L63 ENCOUNTERED WATER TABLE EL.& 40.7 INVERT AT INLET OFDIFFUSOR 5120 A 6. Soil Iogg indicate soil condition, percolation rate, and water table elevation found at the time INVERT AT END OF DIFFUSOR 5UO LEACHING DIFFUSOR SECTION and location of actual testing ' and should be . SYSTEM PROFILE verified at the time of construction. ELEVATION OF BOT. OF SYSTEN 50.2 NOT TO SCALE ELEVATION OF G.W.T. (ADiusTrc*46.,2 N OT TO SCALE 7. The septic tank shall' be a 1000 gallon Linhares PRECAST 1000 GALLON SEPTIC TANK Precast, Rotondo, or equivalent unless otherwise specified. The inlet arid. outlet pipes are to be NOT TO SCALE fitted with tees of proper length. Concrete COVER BUILT UP TO WITHIN strength is to be 4000 psi 28 days, and reinforced with 6 x 6 - 10 x 10 wire mesh and 12".OF FINISHED GRADE 4 VARIANCE IS REQUESTED LAYER OF 118"- 112". J 'SEA LED E�lr conform to all ASSHTO 11-10 loading requirements DEEP unless otherwise specified. WASHED STONE COVERHVG FROM THE "MARGINAL LOT" COARSE ST 8 ONE 201 REGULATION If any components of the proposed qystem are BASIS OF SANITARY DESIGN specified as heavy duty, 'those comporunts shall 3/4 4-112 WASHED STONE, conform to all State and Local requirements for ASSHTO H-20 loading. zo. 01 NUMBER OF BEDROOMS 3 9. Septic tank, distribution box, and leaching pit GARBAGE GRINDER NONE FROM (if any) access manhole covers are to be built up ESTIMATED SEWAGE FLOW 400 G.P.WTOWN REQUIREMENT) D-BOX to within 12" of finished grade unless otherwise specified. OUTLET FLOWDIFFUSOR- - SIZE OF SEPTIC TANK 1000 GAL. F04X8-L CH PRECAST LEACHING CHAMBER PERCOLATION RATE < 2 MIN-11 N 10. The distribution box and septic tank shall be ATE 2 MIN.IINCH DESIGN R placed on a minimum 6" compacted gravel base to FLOWDIFFUSORO prevent heaving or settling. FD4X8-o PRECAST LEACHING CHAMBER LEACHING AREA PROVIDED sIDE.- (2 SIDES X 36' LENGTH X 00DEPTHk 42 ENDS X 8'.WIDTH X 0.9'DEPrH).79.2 Sjr. 11. The pip(t between the house and the septic tank shall be 4" extra heavy cast iron, Sciiedule 40 SOTTOAC-3G' LENGTH X 8' WIDTH 288.0 S4F- PVC, asbestos cement or other material acceptable' SEALED FLOWDIFFUSORO TOTAL SYSTEM CAPACITY to the approving authority. The slope of this END > FO 4 X 8-L SIDE.- 7.9.2 S.F. X 2.5 GALJSAJDAY 198.0 GAL./DAY st be a minimum of 0.01 (0.12 -.,iches per PRECAST LEACHING CHAMBER pipe mu BENCHMARK. HYDRANT wrmm.- zaa.o sr. x 1.0 GAL.IS.F.IDAY- 288.0 GALIbAY foot). TAGGED HEADBOLT #614 FLOWDI�FLISOFJ- i a 486.0 GALJDAY TOTAL FD 4 X 8-L 12. The distribution pipe shall have a slope of 0.005 52.07 PRECAST LEACHING CHAMBER (6" per 100 ft. length). WIN 13. All joints must be watertight, sealed with asphalt DEEP ,TEST, HOLE INFORMATION -AC cemen� or equivalent. CAT�t' LF " f� HiNG FMILITY BREAKDOWN 50 Cfflr�H W NOT, TO SCALE -PERFORMED BY : CAPE COD SURVEYORS 14. If leaching facility and septic. tank are located 'from the house foundation, a 51 at . least 25' WITNESSED BY : J.C.ONLON foundation drain may be installed at the ow ner's DATE : 7-15-85 discretion. TEST # P4698 15. Excavate all unsuitable soil in the area of the UN W 1 #1 leaching system to the 'limits specified in Reg. CL T.P. #2 2.17 of Title V and replace with clean, coarse AL OS 0-36** TOPSOIL, SUBSOILFILL 0-144" STRATIFIED SAND, GRAVEL sand and gravel. W V 43.34- , 36"-144 STRATIFIED SAMD,GRAVEL I GROUNDWATER AT 10.0 FT. 16. Any fill material required around the system, wo y beyond the washed stone, shall be clean coarse GROUNDWATER AT 10.0 FT. RESERVE AREA t 0 washed sand, with a perc rate of less than 2 PERC RATE: 2 MINJINCH minutes, free from fine6, clay, organics, stumps ' FND and stones. 7. DEPTH OF BOTTOM OF PERC: 8, 17. Grade of the first floor of the house is LOT 4 approximate; it may be r4ised but not lowered without the consent of the engineer. t�6­d6sT 70` Unless specuied PROPOSED system is not ', designed for use of a garbage 44 _J 3 BEDROOJW fLOT 9 grinder. L16F- 53 N, DWELLING LAJ UJ it) 19. any leach g. concrete retaini G in plan, they_,opmrml b re a EXISTING /Ur)Q 14-0 D LING constructe rtight, wi eepholes or other pervious can in accordance with LEACHING all local b e regulations. PIT Future m enlargement ma, %"4,uire the T.P. 01 -54 s ion of these retaining wall G ]1)0 5 53.0 D 20. Top 8" of fill to be topsoil. EXISTING WELLING 53- _ LEACHING' 21. No heavy equipment shall be run over the disposal 54- , -PT system. A 14412' All 22. For proper �performance, septic tank should be C) inspected annually and when the total depth of scum and solids exceeds 1/3, the liquid depth of the tank should be pumped. FNQ- A0 S7 AV 23.� .�Plumbing in the basement shall be limited to a washing machine if the invert of the outgoing pipe EXISTING is higher than the finished basement floor, unless 5d LEACHING otherwise indicated. PIT I SEE , NOTE(S) 15 a jr 24. EXCAVATE 'All .4bale chectkdams or silt fences are,,1WmwP ALL UNSUITABLE, MATEAIAL n p a b ' staked ri.r to A WITHIN 25- WW . wepowp HORIZONTALLY, OY THE C I�tsr,UT any constru( i i !6=2wallarand shall remain in 11EACHING FACILITY rr Ir k i place construc regrading, FROM THE PEA STONE C All �s�ir4g, and inspections 'are 'Complete OVER DOWN TO APPROXIMATELY,' . \ EL. 49.7 BELOW 0 �GRADS), 25. The excavator shall notif y the local Board of z Health if groundwater or perched water is 54 C"t. I encountered at a higher elevation than JA indicated on plan. 56 r"Wo 55 1" L LA A" 55, A LEGEND 52 J­ I EXISTING PROPOSED PARCEL "A" ON A RESUBDIVISION OF A 57 L CONTOURS 100 A 5 54_ AIN PORTION OF "BERTHA CARL ACRES" IN N1 , I \ 1 1 5 1- SPOT.ELEVATIONS �Z OOP i V, PROPERTY LINE HYANNIS,BARNSTABLE, MA. PREPARED 56 E.P- EDGE OF,PAVEMENT STONEWALL FOR BRAINTREE COOPERATIVE BANK 57 53 DATED 3-16-90 11-1-A -A ft UTILITY 0 WELL J C.B. POLE DEEP TESTHOLE 54 f"i 1 53 LOCUS MAP FND. ----- - LEACHING TRENCH FORMA L LY LOTS 5 AND 6 UNCLE AL 'S NOT TO !:SCALE PLUMBING PIPE_ WAY AND LOTS 7 AND 8 ST. FRANCIS REV. 412190 SYS ATION CIRCLE ON A SUBDIVISION ENTITLED NOTE. TOWN USE ON Lly "BERTHA CARL ACRES" IN HYANNIS, RESERVE AREA UTILITY WATER. LINE LOCATIONS ARE APPROXIMATE SUBSURFACE SEWAGE DISPOSAL BARNSTABLE, MA. PREPARED FOR fDOLE AND MUST BE FIELD LOCATED THROUGH T.P. #2 EXISTING GRADE: 50.8 'DIG SAFE" PROCEEDURES PRIOR TO ANY 4L-BERT TRUST DATED NOV. 1978 13RAINTREE COOPERATIVE , 9%AANK GROUND WATER TABLE: 40.8 EXCAVATIONS. 3 4DJUSTED WATER TABLE: 46., I-Ww"I PARCEL "A" UNCLE ALS WAY NATURAL GAS LINES ARE NOT SHOWN FOR BOTTOM OF SYSTEM: 50.30 A MASS CLARITY AND MUST BE FIELD LOCATED OWNER: BRAINTREE COOPERATIVE BANK LEA�CHING AREA ,INLET INVERT: 51. 30 HYANNIS, BARNSTABLE, THROUGH "DIG SAFE" PRIOR TO ANY EXCAVATIONS. AREA: 52,572 S.F.t Mlzrz P.O.Stan JEngirtzrrittg (9 pnr- DWELLING /5 TO BE SERVICED BY TOWN 172 AIR= 9L Xtfu 299bforb, XA 02740 WATER. INSTALLATION TO CONFORM ,TO Ik LOCAL DPW R 11 EQUIREMENTS. JOB .NUMBER: OBE 877 . DRAWN BY: K.M.T. SCALE : I­=30' DESIGNED BY:K.E.F. ENGINEER IS TO BE ON-SITE DURING 6% -0 NO.33 DATE: 3-16-90 CHECKED BY: do LEACHING AREA EXCAVATION TO VERIFY T PERC RATE ,AND SOIL CONDITIONS. CONTACT PERSON: KENNETH E. FORTIER DRAWING NO ADDRESS: 172 WILLIAM STREET NO WELLS OBSERVED WITHIN 100' OF TELEPHONE NUMBER: 997-6410 877.1 PROPOSED LEACHING AREA. ____________,__________ ________-------_ -___,___,_____ - __ " ___ ,- ­_­____­___­­­,-­ I___ __­1_______­­___------------------------ - --------- ----- ---------L--,�__------------------�---------,�---------___­­_.____1 I I 1-1-1�­ -__ -___I­­-..-"-­­r­­­­--- ' I I , � -­­___­__--------- __­__7---__--1 - � .. I I I - I __ - I I I I I I � � 7______----:--______ -- - 1 ------------------'---I--'---7---�---�- -­-� , ��--- -----------------------------­-------------�---------,------------------- -------- - ---------------- -­7---t I I I I � I I I I I I I : , � I I I I I I I I I I i , I I , . I I I I I I I I I . I . "I I I I I I I i I I - I I. � I I - .1 I 1 . I I I I I I I I - I I I� ,, I � I I I I I I I � I I I I i I I I � I I I I 11 "I , I � . I I . I I I I I � I � I I . I I I I I i I i � I I I I I I ,I I I �: � I I � I I I I I I I I � I I I I I ; / I - , I I . I I � I I � I : , . I ,I I I I I ,I I I I ,I I I I I I I I I I I I I I � I I I I : I - I � . I I � I I I I . I I I I I ,� � I I I I I I. I I 11 I - I I , I - - � I I i I� I I I I I I I I I� I � I � I I I I I I I I I I I I I : � � I I I � . I I I I I I I I I I I I I I . � I I I . . I I ' 'I ­ 01 I I 11 11 T.P. A9 EXIST. GRD. 50.7 � I I I I I � I I I . - I I I I I I I � � I I i I . I I I � I - � I I 1, I � I I I'- I I I - - :�%�5Z7 ,-IN.4.Koi(Mo,I) ." I . . i I. The sanitary sewage disposal system shown hereon , . . I . 11 � I . I I - � I'll 11 I � I I I , � � _*,­� � I I I , � . � I I I� I I , -1 I I I - 11 I 11 I I I I , ,; -11 IPIF i IlLf I I - � � I � 1 1 1 ' 'I I . I ��. I � I I I I 11 j, I I I 'SEE,NOTE � � ,ii I I , 7, i "' H I P IfTr- I I I I I � : i I � ''I I I I � I I I : 1, I I � I I I I , �­ � I I I I I I i I . I I I I I I , 2" �W_ ; I i � . requir I I I . . I I I I - 09 1 , � I , � ''I " � I shall be constructed in accordance wi th the. � ' , . I I ' 'I I I I 11 I 11 � I I I I I I I I � I I I � I ,- I ISE Fb4X8-D COVER�00i& � C' � I I 17:� 1 1 "I'l""I'll��,,�,,�,.�,���.11,111,11�������,�������,�,���11.11,11��'ll",,�...�.......'111111111111 I I . f the state environmental I � .1 ' . 0A , - r .7 1 i . I I � I I I I I � . I I r-L-.z I � � � I I I 1. - I �--421 I I I I I I I I ­ I 1, ''. I I I I I I I ,, I I I , v - . I I I 7 I -I ­ I " _, , �I i I , rd of Health regulations. ' I 11 � � FINISHED GARAGE,FLOOR NIA I I I . I I � I I 11�. �. .. . " . 1. 1, I - � I ,/, - 4 , ­ , � ­ __1 I� � ,, C­ I I I i I . � ''I � . I . � I I I FINISHED GRADE 53.4 1 . - .% I , - ­I - - - - - - - - - I - I " I � I I I I I 1: I � I I I I I I - - I ­ I 1, . - I .� 7_ 11 I I I I I � I I I "I I I - I - , " 11 I I I . I �� "I I 0 1 11 I 1­1 () I I - y verification or modificatins to this design I 11 j 11 I ,� A I 11 ­ ' -_ -_ - . C4 "I I I , I ' I -#9 _________________� mlt±_F�,N rAADr-,,5A" , -1, , I � � " I � * . IT- , I � �,I � ­r_L�,, i5fj I I _%. -11 I . - I I I . I - ____ ---___r - � I � I I I - FINISHED FIRST FLOOR �� 60.7 1 1 . SET NOTE � I 11 I I = I ,= .0 1 .�� . I . r L .. . I I 1, I I . L I I � 1,,.,i�47_1� 1. - I '..- " '_'�b. '''A � 11 � L� I _ ,must be approved in writing by the engineer arid I I I, I I I I I I . I � ..'Vi .0 I , I ... ,/-51.33 MULTIPLE Dkffosf-A, UN 0*5 �12" NN. , 11 I I I I .I � I . I I 11 . 1 � I I , -_ ­ I _�_ I I . J. 11 I I I - I , 'i . . .. . : , " .X , - � � 11 , �� , � I I I y, 11 I . . I I . . I . .. . .1 I I . . I 11 I I , I I I I I 1, ­ � � I -I I I I I I . , h He I I I ''I '', 11 ;. SEE NoTE 09 1 -_ � I - "I 1. ­ - 1 3* : I i I.", TOP.OF�FOUNDATION I � 56.7 2.0% 1 .. S-j.oVAV- I � � . . I 'll - . I 1 11 � I 1. I I�I I I �� I ­ : I I - I A I .o 3" . 0 " I I I I � � " r I . - � I . I I � I . -_ I - I I I I � . !! * !. .1 , I It= ­ 4 (� ---____ �, � I � M'N I . I - , ,�,., - - I I � � I 1 1:7 1 , , ( )... . -­­� � , I I I - - -7 LJQUIP LFVCL- 3 1 1 %.- A 11 . 1� I , � ,. I , I I . . I FINISHED BASEMENT FLOOR 52.7 MIN. I'll, - I . , I I � I .. "I I I � I � I I I I , � , . : I , EL.-50.2, 1 . � I I I ___ --I-- ___________________________ _____ - __M", - -____ . Notify the local Board of Health when the system', I I . . _, ____ I � I 11 I . � � � 11, I I 11 .I I 11 I I f I I I� I I I I I , '" I 11 . ng. .1 I ' 'I I j - I , I I I . - I I , I I I I ;1 .. � �_,�11., I I � , , " 11 � . : , n n . 1 10.01 . I I � . I . � I �\_�. I I 11 , ­ � , I . 1 9 , :, . . .7=n I I I i . - I � I I . I . I I - 1. . I I � ,I I , I I I "� I I I I h1N. � ­ I - I INVERT ATFOUNDATION , 51., j '.., I - 4::� � , - , . � I I L , I I ­ 14* 1 1 1 � I 52JO ' , � I I­ 1. . :%: - 1 t , C=�� � I I . � � I I 1� I ,�, I . I I I I � ,:,I � � ,L I I . , I I 11 I I ­ " �I - I .1 � �I I I I I - -7, � I I I . � I . I I I � I 1 5 0\ I I� . I I I I I I I - . I I . 11 1.1 I I;� L . - I I .. I " I I � I - � I . 1. I � � I I I I - I . M'". 4. f construction I ' I � I I I 1) I I , . I I . , �' I �, I I � . . I I INVERT INTO SEPTIC I 2.1 1 . I .1 �.. I L . I I I � I � I � ­ 'I ', . � 111­ ,� I I I . � I I I i, , � I I � 4.0' 1 1 � __ - ,-8" .V � : I I V I is required by an , , , I I I TANK I I I I . I I I 11 I � � I I I I � -_ I - -_ � - 51.90 1 � ­ I I ;. I � � ,� I cl ,, I' ll I I I . I � I I I I I 11 I 1, ".. 1. - . � notify this office prior to,� back ' I ,� I �,. I I 1� 11, � �� I I � I . � 'I I - � I r � L'� - �, 1, . I . I fill of r,, � I , I I I I r, I I I I I I � � 11 I 1 I - 11 I � z I I I I L I I I I .I 5L6 5 , 51.25 � -MIBLT-� 5u � 11 I I . 1 I ,I ' ' I � � , ,� - - 1 , I I I I .1 I I - _1� � � I I -1 . I I I r � . � � .1 I I . I� 11 . .I XTiR I ­1 I 11 I � I I � � I I I I , 11 __�_ ­.- . I �11 Q _FEE .I . � 11 I ,� I 11 � I " , . . I I I 4-M`4 _MW I I I , � : I � I `Ef? - ;,L, �_ ' �,S �_� '46.2 , I I I I 11 , - .4 1 1 1 1 1 1 1 -.,.,.. ,. * '. '.,- I I DJUSTED WA7 7AI%E' r "�", , _1 ! L_ I - I 1� . 11 11 I I � I � � I I 'll - '' I �, I ­ - I'll I - - �, - I I 1� I I . � " I . 111 , I I � r 11 I . . I I I I . r ''I I I , _16T_�� 'L ' ' ' I . I I , ,� 11 11 I I ­ I . 4 1 " - � I ,. 1+ . I I; 13'-O" 1 11 It. I � I ' arid check r,h In I ark as , � � I � I I I '­_" I I - 1 ,,, I 11 I I I I I 1. I I I , . I I -_ - I I I I ''I 11 I I .. SDR , I I , : I. I I I 11 I I ­6 i - I.- 5. Contractor shall y ben 1, �', �, I I � I , - I I � 1. I I I , I I I I I INVERT INTO .D-BOX � I 500 I 1 4" SCHEDULE 40 PVC SOLID ' N , 4 35 1 - I I I � I I I 1� " �� I � � . 1, i I � verif I . I INVERT OUT OF SEPTIC TANK 5i.65 , I � � . ;, . . ,_ � . ,. .. ' " 11 I,,, I I I I�: I 11 I _ A , tn 6 I I I � I I I I I z� I I I I - I 1 I '' I - I - - I I I I I I � I 1, � I I I f I . I � I � . . I i I � shown on this plan prior to canstruction of :the, I I � - I . I I I I . I 11 I :OR APPROVED I � I I 11, � I 11 I �,� I I I � I � " I -L , � 1 5.51 , I I . ­ : � I � I I I I , . I ' ll I i , � I I . . I I I I I I . I � i 11 I 1, PIPE-OR APPROVED EQUAL :1 �1. I I I 11 � I I I I . I I I� " " ; �11_i'_ ,L` - I � � . I I I , . --- i � , I � I I I I I I 11 I I 11 I INVERT OUT OF, D-BOX - I - I I EQUAL I I , � I I I I I "I I'll-, I I � � I,11 I � I ­ � I I ______ �', i I 11 11 . I . I I r -: - I %_ I I 1, �, '. �. � �, I I ­! I " I I 11 I 1, _ � 11 ___ - , 51.33 ' 1 - � � . . I __1 , , , I 11 I 1, I I I � L I �, " I ! ,� �; ` � " I I EL.ii -40.7 1 1 1 11 I I I , , I I I ,"­ I 1 . I I I 11 I I I I I I ­1 � I 1� � I I - - I I I 1, 11 ­ 1 I . 1. ... . . . . . , - ,,, 11 1� I I", I I , ­ � � 11 I I I � ENCOUNTERED WTER 7AIXE ' ' f I I 8" I . I � ----_ , .]. I . �. . �. �� .. , - .' '.'-�,' . 1� 1. ,I-,. I I I I I ''. I I " I 1 I .- I I I I I I � I I I �, 11 6 _ , �� I I . 9 I - - I I � I 11 I I'll I� I� �I I I 11 I I I I I I 1 ,� .1 I I I . I , I I - � 1. . I � 1 r I I r, I . � I I I � ". � I - �­ . � , I - _� , I . I I I 11 I ­ � I � � I I I I 11 I I I I I I 11 �� �� I I I I I I I 11 I I I I I I I� I I I - i I ­ I � � I I L I I I I , ----*'I 1- , � ­­­,­�, -, - ­ -- .,���- -,, ,� �, , I 1 6. , Soil logs- indicate soil, condition, percolation �, I I ­ I INVERT AT INLET OF DIFFUSOR ' 51.25 1 1 1 11. I 11 I I � 1, I � I - I ' ' I 11 I I I I I I I I I - " ,,, I I I I _ I r., . I I I '_ , I - " - . 11 I -1: I � I- I I I I I I � ­ I - I I I I I I I I �, , I I I I I L 11 I I I I I � I T�; _- , I I I I 11 I '. 11 I I � 11 - I I 11 � ­ 1 ,I 11 I � I L I . I I . � , I I � 1� "I', I I � � I I I I .\q, � I i I 11 I I I I -1 11 , , I I � I I I I I � ''I ��,�-,"� , I I I I �, , I I � , -, I I , . . I 11 I . I I I I � 11 I I ,�� I . I I I I I � I I and water table elevation found at the time "I I I I I , I � I I I . I I �I . 11 I ., ,, 1 I I 11 - I 1 � I I I I I I I I I I -.1 I I I I rate, - 11 I , - I I I I I i I I I I 11 � INVERT AT,,END OF DIFFUSOR ,, 51.10 :� - I , , . �', I I � � I I ­ I 11 I I I 11 I I I 11 I � I I '' I I I I ; I I I I'll , I- I - I I � I I I I ,� 1.,__'.,____ I , . � � I A !I . I � I I : I I � L ,� I I - I I I I I I I I I I I I I 11, I ­ I . r I L I I I I I I : I I � , �Ii , I I 11 I I and location of actual testing and should be , . '' � I I- - 1� I I � I I - , I I I � I I - I � I .1 I I I I I 11 . � � I I 'LEACHING _D IF F 1US OR SECTION .' . I I I I � ,� I - � I I 11 C cl �, 11 I I I � I I - verified ,at ,the time of construction. I o I . I I I 11 I I I : I � I I I , .SYSTEM . ROFILE I ­ I I - I . I I 11 " I I � : I I I I . ­ I I I , I I � I I ELEVATION OF BOT. OF SYSTEIV 50.2 1 1 , - � _ I � I 11 I I I 1� I I I � � I I I I I ,� 'I , ,� I I I L I I I I I I � I I I I I , I I ' , I I I � I � I I 11 I I I �� i� , I I I I I I � I I I . �­ I 11 � I I I I I I I . I I � I �NOT� TO SCALE I I I 11 I 1, - I 11 � I I I ' I I 11 � ,,,I� 11 . I - I I I I I I I I I I I I ELEVATION OF G.W.T. (ADJUSTE046.2 I I I I I I 1 . I I I � I I N OT TO ALE, I , I I I . I I . I I I � I I I I I I 11 � I I I I I � I I ,� ,� I ­ 1 7. The ,septic tank shall ,be. a- 1000 gallon Linhares ' I I I ''I I I . , � I I � 'I'' I I I I A'i 1000 GA 11 Precast, Rotondo, or equivalent unless otherwise I I .1 � I � 11 I I I I - 11, I � I' ll I I I 11 ­ . I I I I I I ­ -1 I I I I' ll . 1 I - I I � PRECF8%j LL014 SEPTIC TANK I I I I I � ' ' I � I 11 � I I . 11, � I, I � I I I I I I � I � I . . I I . 11 � I � I I I � 11 . I . I � I I I I I I 11 I 11 ,1 I � I � � I I I - specified. The inlet arid. outlet pipes' are to be I � I I I I 11 11 I I � I I I ­ I 11 � I 11 I I I . I I I I . ­ � � � I I I I . � I I I 111. I I I � 11 I I ''I I 11 I I I . I � i . ,�, I I I . I � I I �, I I'll i 11 .11, I I I I I � I . I I I . I NOT TO SCALE , fitted with tees , Concrete , I " I . I. , : I I I ­1 I I 11I.-I . , 1, - I I I I 1 , � I I I I - I � � I � I I I I I I _,� ,"'�'­ , _�,_­' I I " � 11 I I I I � I strength is . to be 4000 psi , 28 days, and I � "I � I 11 I , I - I I I I I I I I 11. I I I I I , I I I I I I I � i COVER 6&ILT,- TO WITHIN, _ ,�,!,�,­ ".. - 1� " I I 11 i I I � I ,�. I I � I . � � � 1­1 I , ,;_111', " " � I I I L - , I '. � I I .1 I I I I .,� I � 11 I I I I . 127 OF,FRVISHED,GRADE 11 11 "I", . ''I X, , ­­___,-,"� I � I I 11 I I i I I . reinforced with 6 x 6 ,,- 10 x 10 wire mesh and - ,� 11 I I I I I I 11 ­ I I I ­ -_ I 4 I I I I I I I I , I I . I I I I I I I I . I , , I , , -11 I L I �,�, 1-1 � I I I I I � � I conform ,to all ASSHTO 11-10 loading requirem I I I 11 I I I I I I I I , ,��, � " I''I� , c , " N ED END 1� I I I I I � I � I I I I I I I - I I I . I I I I " I �� I � I ,� , , 1 11 �, , '' I I I I .,;,.,� 11 .� ,\ SE�L " I I . I I ents � I � ���. I _ ,; , , . '. I he specified. ,, , , I I I I �,., "- %: 1J, � I I ! 11 11 I I I I � " DEEP LAYER OF 118 - I/ � I � * 1� - ,,, I �11­1 I � I I I I i , I I � I� � . I I I I ''I I I I I L, 2 - I , I I I I I L L I I I I , I I I �, 11 I , 11 I - " , 1 ,:I,,, - "J_ � ,,, "" -, -_�­ , . %\ , I I I I I I - . I I I I I I .. I � X, � I . � i I I � I . , I I I I . VERWG ,� ,''­­.'� .1 � ­ !, ��� , I '' I I 1� I I I � � . I I I - 11 I : I I I I I I I I : I �, I � " I L . f, I � I 11 ­,� I , . I I .1 ' ' ­ 1 1 1 � I I I I i I I 1. I 1� � I I I I � I � I ,MSHED STONE CO ­, � � _ � I - " I . ,� � , I I 1� �\ 11,li, I I � I 11 I , I . I� ., � ,., , ,, ) ' . � I I I 11, I I I L L I � I I I I I � I I I I � I I I � I I_ � I � � � � I I , ..�, , I I I I I �, ' 1, I � � 11 I 1, I I I I I .z �"""11, " �; ''��, 1� � 1, I 11 I ,� � - 1 8. If any compon I � , I I I� ' . I I " I- I � I I . I I I I "I �, I ., I I 1� I I I � COARSE STONE I , , " � 1���L"%­ �� �: 'f';�� I , I � I I I I _". � 12.01 1 1 � I I � I I " , � I I I L I I I , __ � I - . �, � I ... 1 11 , , : , --.,.- �' ­ 11 11 "., I I - �, I I I � I , I . I � I I , . - 11 , , I I 4---- I heavy duty, those comporunts "I � I I � I I I I 11____1r1_-_,_ I � \ BASIS OF 'SANITARY DESIGN specified as I , I I I 11� �, "I "I I . %1V , , I , I I shall I 1: . I I I I 41 I I � I I ,�, � ' ,��� I �. 11� 4 � , � I I I i­ � I I I I I . ' '' ' i� �,� '', . I � - I conform to all State and Local requirements for , - I 1­1 I �11 I I I I I I I I I . I 11 I I � � � I I I I � 314"-:1-112­.�Woii ED�STONE , I �, � 11 - , -1. I , � I ,11, . 1�1 I � � I - I I � I - I I . I � � , , 11 11 I I -I I I I I �� I ­ I � I ., ..,�� ­ � I I > I � I I i � I " I I I I - L . � I . I I I I - I I I I � I � . ,� �, :__ I" - .��' � , � - �, I S I ,, , , . � I . I . I I I I I I I I , I 1, I "I',I � I I 11 I I I I "I I 11 I I � : 11 I _"�� I L I I I I i I I I I 11 I I I I . I I I I "I � I i I I I I - . I I',, ; , I I 1,-. I � ­ ,� I I I I I . ,e � � .1-1 I I I 11 ,I I I �� I I I I � � : I I � I I 1. � . I , I � I I �� I I I � . I . I ­ I � 1111� 1'� 11 , 11 11 I I , � ! I I I I I I I I I I I I I I . I I -­1 . "�I ,,, I -1 � I __�" � ���, I I I I I I I I � -1 I I .I I I I I I I I � 1. I I I I I I I I . I- I � I I . I I I , I 11 I , I " : 0110 I �,, 1-� � I "I � I I . NUMBER OF BEDROOMS 3 1 1 1 � I 1, I I . � I . I I I I I I �, � I I 1 .2 I I I I I I � .1 , "I � " I � � 11 I 11 I , 11 i I � I f ,20 � , I I I ____1 � I I I I , I I I . I ,�, � I I 11 11 stribution box, and leaching pit I � I I I I I I I ,. ' ' I I I I I 1. � _ � I I . GARBAGE GRINDER NONE � I � I I I . . '_ � I .1 � I 1� I ," . 1�� i I I I I I I I I I __11 � , , .. 1 I � I ,� . � I I I I I � � :1 "I .1 - . � . � I I I I ­ j . I I I . i , 7 % ,�, , I , - . - ­, 1_ � FROM � L" - I 11 I . I � 11 � I I I . I . I 11 I � "I � I I L � I - ESTIMATED SEWAGE FLOW ;4100 G.P.D.(TOWN REQUIREMENT) to within 12" of finished grade unless otherwise I � I I i I 11 , . 11 . ,�,� � � I I I � I i I I I I I I . � .� 11 I ­ 1, � '� 11 I I I I li I 1. I I , I .i , I I , . I D-BOX I I I I I � I I r I I I I I , 1- I ­ -\�', I � � ­ ' 'I _ % 1 . ' ' I - SIZE OF SEPTIC, TANK 1000 GAL. I � 1� I t I I - I I 11.1 , , I I -, I ; -� , ­ I I I I I I I - I I I I � I "" I-, ; I I I- _�. � i .1, I OUTLET FLOWDIFFUSOR- � I I I I L I I I I . I I : � I I I I � I I 11 I I � I I ,14 1 1 I I I 11 I I'— , . � , �I I . ' I I ; I I I I . � 1. I I I I �I � I I I I I I I , I ''I I 1 I � . ­ I 11 I � � I 1� 1 11 FO 4 X 8-L .. . I - PERCOLATION RATE < 2 MIN.IINCH I L ',�, � I I "I,, f . 11 I I I I -'\ �\11 I PRECAST LEACHING CHAMBER I I I � I I I I I I - I I I .�11 I ej­ I � I I .. I I � I 10. The dist and septic tank shall be I � I � � e_1 I I I I I I I � ­ I . I I I I I � I -1 I I I . 1, I I I . "I I I I I I � � I - I I I I I - . I I F_ 11 I I I 11 ,, " ��� ' ' I ­ 11 I \ �� , 1 I ­11_011 , �� 11 I I � I I I � I .. DESIGN RATE 2 MINJINCH ' '�� � I placed on a minimum 6" compacted gravel base to . �I � � I I L I I . � �L� I I I � , � � , I , _ "- � I � : , _� .11 I I . I I i I I I , I I I � I I I I � 'N -' - ,'., LOWiiIFFLISOR9 , 11 I I I . � I � I � � I I . I I � � . . 11 I , , IF � I I I I I I I' . , , � ; � I . I " I I ,1 I 0 , � � � �� I 11. I I I � I I I � I I I I I . I I I I .I I !i, � \� , , I 11 I I -_ I 11�I , I I ,- 1, , F04X 8-0 I I ' I I 1� I I I I I � I � I . I I Uj L I I I I I I ,� k_1 - I �� I , �,_ ,\ - -1� 4 PRECAST LEACHING CHAMBER 1, � I I . 11 I . LEACHING AREA PROVIDED i I � � I . �_ I 11 I I I � I I I I I I I I I :, \ I �', I I . I I I I � - 11 I . I I I I I I . � I I I I I . I I I � � I - �I I I I - the house and the septic tank - �� , e I y , 1 I I I 11 I . - - �� , 11. I "I I I . I I I I I I SIDE.- (2 SIDES X 36' LENGTH X 0.9'DEPTH�42 ENDS X 8'*DTH X 0.9'DEPTH)w79.2 SF. I I. The pipa between I ,� , I . I . . 9 I ,� INS, � I �� , I 1 11, . I I I � I - I I I . . � I� I . 11 __� , I . � I I ,I I I I � shall be 4" extra heavy cast iron, Sciliedule 40 L 1. � I I I I I � 11­ I 11 I I I I \ 1 11 I . 11. I � � I � I , I �, SOTTOM.36- LENGTH X 8' WIDTH a 2198.0 S.F. I ,� 1 � I I , ,�-,--, I � I I � I I I 11 I I � I I cc I I � 11 '* - , I , , I I � ,�". I I I I I 1� I . I I I I I . ­ I . I i � h ma e - I 11 � I ! � I 11 . I , - I I I I I I I I ­ il I 1� -SEALED _< "I 1i I I �, I 11 _' i "I I", I .I , , . ,, " . i I 11 - I I I -- I � I I I I I I � , FLOWDIFFUSORO , I 1, ,56. '' I . I 1� I I I to the approving authority. The slope of this I I I I I I I � I 1� I I I I � I I II-_ I I END ­ , , \". .-.1.11.1111, I I _ , -� FD 4 X 8-L I I - I � '1� I I� I - I I .. � JOTAL SYSTEM CAPACITY �y a `,iches per I I I I I I � -_ I I I ,. � I � � � (98.0 GALJDAY I I I � 1, � � I 1, I \I I ., to � I�PRECAST LEACHING CHAMBER, I i I I I I �, I-, � � I 11 SIDE.- 79.2 S.F. X 2.5 GAL.1S.F.1 I pipe must be a minimum o.f 0.01 (0. 12 . I , I � - I I I _� I I I L I I I I I 1. � I 11 I - 1�I I I I . . � I U) . I 11 I 11 . I . 1 I I ­1 I �I I I-- I I � I I I I .1 I I I 1, "I I I I I,I I I'll I I � .� I I - 1 BOTTOM 28&O S.F. X 1.0 GAL.1S.1r./DAY- 288.0 GALJDAY foot). 11 I I � I I I I I .. � -I I I I I I I � I I � � I I I I S. , I �I I . I I I I I I I I � " 11 I ,� 11 I I I I 1 I I i I I � ; I I I � I I 11 I FLOW&IFFLISOR6 I " I � '' I I � I I . I I I I TOTAL a 486.0 GALJDAY I 11 " I I I I I I , I I I I I � I � " - 11 I I I � I I I I � I I I . . I I I ", ,� I FDdXS.L , - I I I I . I I I I I I I I I I i 1 1 � I I , � , I I I I I I I . I I , � � PREC ST LEACHING CHAMBER I I I I . I 11 I I � I I 11 , , .I 1� I I I 11 I I � � 1� I I � � I 11 I I � 11 I � (6" per 100 ft. .length). I � I � I I � . I I I � I � I � , I I I - I I I I I I I I � , , , "I T I I I I I "" � I I � I I , I I I I I � I � I I I I - I � I I I I I I I � " I 11 I � I � I I I I I 1 13. All - phalt . I I I I ,I 11 I ­ 60IN I I I I � I I I � I I 11 I 1, � I I I I , I . TION I I - � I I _�! I ­ �� � � . 11 I 11 I . I . I � 11 I I I I I I I I . � DEEP TEST HOLE INFORMA I I I I � . I I 11 I I I I 11 I � I I - I � I I . I I I I I � I � I � I ! . I I � I I 1 _ _ _50 . L PA CHING,� FA OL 1 T Y- BREA KDO WN I � I , I � . . \��_ - 5-0" , ,:, � , I 1� - I I - �CA1r,'14 .1 ' 'I � I I ,­� . � I � I I I I I I I � I I � I I I � 11 I 11 I I I I - � I I .1 I I. I � - . I I I I .I � �I I � I . I I I I � I I . I I I I I I I I I I I I � 1 50 Ci OA1 rirH4 � , I I w , , I I I I I I . I � I I I Nof ro SCALE 11 N I I -PERFORMED BY : CAPE COD SURVEYORS 14. If leaching facility and septic tank are located I I I I I I I I I I - 151 1 1) \ I I I I I I I I I �� I I I I 11 I I I I I I I at least 25' 'from , the house foundation, a I I I �, I I I � � I I ­ . � I 11 "I I � � 1. I � . - I 111�1 I' ll I I - I e I I 11 / , %150 1 1 . WITNESSED BY : 'J.C. I �� I I I ' e owner's � 11 I I � 11 I I I I � � I I I I . I I . I I - I I I I I I I I I I I I foundation drain may I I � I 11, I I I I I I 1. � - � 11 . I I ,-11. I I , I I I III I illillillllllllllllllIIIIIIIIIIIIIIIIIIIIII111111 I ' 'I � I I I I I I I I'll �,11 I I I I � I I / � . - DATE : 7-15-8.5 1 -1 I I 1, I . I I I I I I . I I- I I I � I I.- I � 1, I I - I I I �. - 11, I I ,I,_ . k ,C , I I I I 1. I I I . � I I 1, I j; I I , I � I . - L' I I I � �, I . I I I I I / I I I I I I I � _ I I 1, � I I I 1, I I I I I 1� I I '11 ,I I I � � I � � I I I 4 I TEST # P4698 I I I I I I I I I . � I , �, I I I I ­ I . I I I 11 I I I I I 11 I I I . I I I I � / � , I rea of the I I I I. I I I I . I I I 11� . � I 11 � I I I � I 1111111111111....�.....1�111111111111.w 1, I I � 1, 1� - � I I I � I I : I I 1 15. Excavate all unsuitable soil in the a , , I 11 I . I I I I I I I 11 I I I I � ,, �/I � I I� I I I I I I I I 051r4 , / , I I I I I I , f I I I . I I . C4-LqH - ,� tl I -Z, I I 11 � . � I , in Reg. I I 11 I I � .1 - 11 �, I I I I I , I I I I I I � . 11 I I 11 / I UN 11 I " I r I I I I ''I I "1. I I I I I 11 I L / I � I I I I : I I I . _f.P. #1 I I - I : T.P. #2 1 . I I I leaching system to the limits specified I I I �"I ;� I I I - I � 11 I I , I I "I I � I I I I I 11 ' I � 1 2.17 of ,Title V and replace with clean, Coarse �1, _,1 ' ' I I I I ,�� I 111� I 11 Aw- . � , , 1_z "I � I I , CLE I I I . ' I I I I 11 I 11 I � .1 , I I I . � :, - - I I ; I I I I . I , I. I . I , I ,� , I I I I ­� I I , , I I I I I �I 8 I I I �- I I I I I I I 11.1 I 11 I I 11 11 11 I I I I I � I 11, I � 1 O-36" TOPSOIL, SUBSOIL,FILL- l� , 0-1 441-" STRATIFIED SAND. GRAVEL I I I I I I I I 1 I I I �11 I , � I I I " I I I I I . / , I I I , . I I I I I I I I I I I I I I I � I I 11 I 11 11 I ? 1, � I I I I , I 11 � I ,; I %, I I i 1, 1 36"-144" STRATIFIED SANDARAVEL I I � I . � I �:, I . I I 11 ,�' I " I I I I - AL I' ll � ' 'I . I I I I I I ,� I I I � 11 11 , I I I � I ­ I : I , W , , I � S, I , I 1 I ; I I I 11 I I I - I I . � I 11 I GROUNDWATER AT 10.0 FT. I � I I I ,� I ", - I .I I � - � t" � I "I I I I � I � I I , 1.I� I I I I - I I rr_-__01 i- 7-- - - � - � � ­ 1� I 1, I L I I I I 1� I I I 11 I . � .11 , � I � . . I I I �I �, � � � I I I I I I I I � � I�I 1. e I L re "I I I�, I I I 11 �, 11 . I I - I I , 1i wo y I 11 � I I I I " I ! I , ­ -1 I I I 11 � I I � 11 �I �, I I I - I I I I I , I � I . " I I I I ' 'I I � � 11 I I I I'll I L � 14 . I "I / � , ,, I I - - I I ' 'I I I I I I I I � 1, �1, � I i, � I I - �#,--I ­ 1 1 1 1 1 1 . 11�� I 11� I I I 11 I I I 1� I I L 1 � I I GROUNDWATER AT ,IP.O FT. , 1 I I I I I I I I . I beyond the washed stone, -shall ,be clean' coarse ,, I ­� "I I I I I �, I 11 I I I I I ,� I I I � I I � , , � .q , � I - -_ I 1 : I �. I I I I , � I I I . 11 � I I 11 I � I I I I I 11 . I I � I � I - I 11 I I 1� I 11 I I I � 1 1, I ­ I I 11 I I I , � +z , :, , I - - �",� :" , , / "L ' ' L I � �_ I I I I . �I­1 , I I I'll. 1 .I ''I I 11 �­ 11 I � : " � I I I I� I ­ I � I : I I I I I I � `� I � I I I 11 I. � 11 . I washed sand, with a perc, rate ,of less than 2 1 1 i, -1 I I 14 I I 1 I ,.�, " I I I 1, I - . C-13 , I - I I I I 1 131, `_ - 11 I I I I I � ' ' � "I � , � I I . I I I � I I 1 I � 1. I ­ 11 , � I I I : � ' I - 11 , I I I ­ I � I I I I I , I I ,I I I. , I . - I I I � I I I � I I � I 11 ���I I I I''I I,,. .- ��111111111''� I I 11 I 11 I 1 . I I . . � I ­ I - I I I I I I I . I I� "I' I I -, � I -1 free ,f finez, lay I organics, stumps , � I I I I 11 I I . I I � I I I � 11 I I � I � , , "I I I I I 1, I I � � I � minutes rom c I I , I � - 1111111111111........ I I I I I I I I � I, 1, I I 11 I � I I I I � 11 . � I 11 "I ; , I,- I I I I "Ill I ­ I I I � I I I I I I 11 I � . I I � I I I I � � I I I I I ,i I I I I . I 11- ''I � 1: I � I I I , I I _ �, , :..j I .1 , I I ­ � I I . / I � I I � i � I I I and stones. � I I 11 I I 1, I . I I "I � 1�� . I' Ill 1 � I " FND , I I �I, A I I I I I I I 1�1 , � I I 1� � e 11 I I I I I I � 1, " ' ' I I I I I I 11 I I I -11 � ; 1� � I , I I " I � ,� �� '''''"' �1�11111111111.. , I 11- . , I � I I I I I I "I' . I I � I I � I I � � 11 I I I I � ­1 � � 1, I , I ­ � I I I .11 14 � I I I , , . . I I I I - I I I , , I I ''I�'ll''''I'll""I.Ill"ll,�,�',����'ll''"I�,�����', 11 " I 11 I I I � " ic I I I . I � I � I I I � I I I . I I , �, 11 1 11 .1 I I I ,. �� I � I I I - I �1; I � I I , �, � I I 11 1­� , 11 I ,� � ': I 11 � : 11 . 1.11 ,� I I I . I . I 11 - I I I I 11 I'— � , I I I 1 4 . I I I ,�­ - - - - - _. I I ' 'I . / " I I I 11 ­ I I 1, ., I I I I " �­ - It I. , 11 I 11 I � � � � I ., I 1, . , 1 I I � �, I' ' I I � 11 I t .11 I I ­ 1 11 I'll � I I I I .-, I ,,� ; I I � I 11 , I I I 11 � I I L L I I I ", 1, � , " ''"' , I I- I I " I � I I I - 11 I . I I I - I . � I I I - 1 11 I I �, ­ � - � I I I ' ' ` ' . L r I ', I I � :1 , I I i ; I I -first floor of , the house is : 1, I I I � � I I I 11 I -�, ----,------ I ., - Y, I I 11 : : , - , ; I I � - I I I I I 11 11 I I - ­ I � %. �, I 1 � I I 11� I ;1 i ,�, � - �, , ," � I 1, I I 11 I I I 11 I , I ,� I I �I ,- ' ' I I I I �I I I . I I I W 1� I ,: _ � I "I _�� � - - ,, I � , jz I , , '11_� , I � '' 1.11 1, I � . I I I I � � � A L' ' ' � � �,I - _,� - � I �� I I I � - I � , 11 I : , , "I, I \ , , � � -_ I I I I I I'll I I .1 I I I . I � I Grade ,of, the , 11 � 41 � ' , I I I I 1, 6 1 � I . , I / 1, I I 1 17. ,, - I I I LOT � ,: .­-­1� 11 ' ' I I � 11 I I I - I '', I 11 I I 11 I I I -, I I I . . _� ,� ' 'I "I I . �, I I I I 11 . 11 I I I 1� I I I I :� i I I ­ , , I I 1 44. � � I I 1-1 I I iiiii�lliiiiiiiiiiiiiii I I I I I �, � I � I � __ , I �, I I V, I'll I 1\ I 1� I'll � -_ ­­1­,._­­'7:­,�­approximate-,---it-,--may-be---ro ised-but ­n-at--l-,oWe­r-Lnd----------- - I I I I : I . I'll, ,,, I 1, � i, 1-1 '*1 I � I I I I N 11 - - - - , 11 I ,_ , , __ � _ __-,-- - ____ -, ":_ , .= - ____­___­ ___­ �___­_­7­ -------, -__ ­ ___ I I� . I I I - I I � �I I 1, , __ _-, I i\ - __ __ -_­ --,----- --- ,�-__ _��- --�, � ­ --:_� ,_�� ­_ - �� -_-_ I I � ­� . I I I I I � kI I I -1 I �? I a L , 4 1 t I I I 7- I I I, I " I .1 , I � I � " I I I I I I � I I I nnt, * � . / , I - .- I I : , _,��' , ,_�,_- �'__ I— I � I ­ I I I I I I I - I I I �t� - - � , I I 11 ,� I 1, I , ,! .of t he en � I I I I� I I" I I / I , , I Q I I I �z I � "I 4 I � . I 1� '_ ,- � "" I - I I I ., I I I I I I I I I I I I � , � I I I - I i ,� I I �\, ';\ , , , ,,_ I 'il I 1� . � ,, I 5!?J � , I , � I I I I 11 I I , I I ,I I " I , , \ I I , - I , I I I I 11, / \ . 1' � I I , - 7?0POS'ED --- 1\ , I- \ I - _����I I I I I I I 1� I I ­ I. I I I I I I I I 1 I I I I I I I . I I'� I , - I I � I I I I , , ,, I - - - N I I I I I I I . i - - I I I � I I I .1 11 11 I I I �, I I I � 4 I � I . �I I I I I I :�, ''I I I � I I I 1:1 11 I I I I . k, - i . I I 11 � 11 I - � ,� I I .1 I I 11 � I I P) I 1 ­ , i . . I I I I � . " I I " I I� I I , I � I � I � - \ - ) \ ,I I ,I �,L - 0-31-StDfiooM I I I 1, I I 11 I , . I I \ 1, 1, �_, " I'� � ', � I , V I ,: / � I \ \ , '�N , 11 I I I I � � \ - I , (t - � , 5 1 1 �:� ,\ \:� I I I � 1, I � I I I . I ,e I � " , � I I I I .1 I-, I I I I I j, I I �, I I I I I ' this ' - I�, "I 1� I- � I I I 11 I I , I 11 I I, Ic 0 , , 11 I 1 . J .N � � �_ I � I I I % � r I ­ I I � I \' '\ \ - , : I 11 . I I I I I X 11 11 I I I , I I � T 11 11 I I , l� I 1 18. Unless - specified 'in,,the ,­design analysis, � I i I I , I . I ­ �, I I 11 � ''I 11 , I - 11 I I I I I L .. 1: I I I �, ''. I I - � I I I 11 I \ _� ulwkl-L IN I :11� , \ - I I I \ ,I 1%\ , I I I - I 11 I I I I -, I I " I 1, ­ I 'for use of 1. I I I 't I I I I � "I 11 I I � (_ _� I I � � I I I , I 41 I I - I 11 46, . I I I I R_� - -1 � : ,\ , I -, L I- I \� I I . 6Z.0 � - . I I � I , I I 1�\ I I _� I 1, # I�, I 11, I - I ,I\ - I I L 1, I I "I', 1. .1 . I I I I I'll I � I I � system is not designed a garbage 11 I I � , I 11 I , I � I I I X, 1: I \ I I,- " � � � I I I 11 � I I I . I I I I I� I I I I 1, I ,� , . . 1, "11 / I I . \ I I I 11 I I I I 1 I I I I � " _ I I I I I I I . - I I L � I I '*� ;_ I I�­ I I I I . 1 I I 11 I I I . � I I I I � I I - " 11 ; 11 , I � I � 11 I I , I I I I I , I '. ') _1z: , I , 1 -� , , \ " , ,, , I - 11 I I I . I I I I- I I I , I I .. z i , 4 \\, j I : I 11 I , , ,- 11 � 11 I I I . I I " I I I I I I I I 1� - I � I " I I I I 0_J ' ': , " , "I,�, I I I :1 11 I I I , I \ 11 LOT �91 �­ I ' I I 11 � I I I I I 1 I I I I " , I I . � I I . I � k 1� � I 1, .� "I 163, 11,11 1 1 1 0 , �, I I I 1, " I , " I I 11 I I I I I 1, I I I I I I I I I i 1 , . I � I I I I 11 I I I I I I I _j , 1. I I , I ­ I i \, ; I , I I , / I , 1-1 - , , I - I I i � I I I I � , I 11 , I 11 " � 11 - I "I � I I I ' 'I I . " I ' ' I � \ , I I , I I 11 I I � I 11 I I I I I I I I ", I . , "" ': li� � 11 _0 I i I I I I J "" .,��, , I " I I 11 I ­ I I I i � I 11 I � � I I IL I I I I 1, I", , � � \ k ^� - , 11. 1 , � , , I 11 . ,; i � ,� ", I I I' ll I / ,/ �_,� � 1, � %�, I L I I I � e I I I I I 1 I ' ' I I' ll. %. � - � I I I . I I .1 I I I � I-Is, � �0 , � qq I -,I I 11 I 0 I I I I I I I �, I \ I '. "I I I \ I 1, I I I : � 19. any ,leaching a con ing w I. I I I I I I I I 11 � - i I I I ./ 11 , I I I I 11 I I I 11 I I I 11 I I I I I I � I . I � I I I I I 11 I I I I , I I I � I on T ' the be I I 11 � - I I � � I "I 1� � I !4, �,�', L I I I - , \ I I I 4.4 Is . I � � I - \ I, I I I I I I I V)Q/ ,_ I �I , I \ , :", , , � Z I , 52 e- I . -� I I , - �_l / / I ,­ � �� \ ! 11 - I I G I I \ r '' I I I I 1� I i I -S I I : I I IN - I I I IV I , I �, 13 O'. ,.�_____F_f_ � �, 11 ' I I I I I I I I I I re plan, I I k ", I, I I I I � �� I � I ; : . I � I I I : , I �,� 1,� � I 1, ­�,,� �� I ,,, I I 11 11 I I I _��� � I I - I - I / � I I I I I \ I I I I EXISTING I , I : ... I qq . � I I I I ,� I �� , 11 I I I" I �": ,�-r 1',4, , - � I I I I � I I � I I I I I/ �DWELL I 1� � I I I 11 I I I I I i I I I., I . constru 1 . eepholes or, I ,,�., I - I I 1-1 �- ­1­1' I 11 -1 I I I . I I I I I I I I � � 4 I 'i I i 1�' I I .-- in accordance with � I I I I I I I I , I I I I I "I - \ I � \' I I , - � � � 53 , I -.11 �',,/ /,-, �_ , 1,;- I�11 I \\ , ,-/ , ING - 1, \ , / I I � I � I c rtight, w ' � I , � 5Z, 1 I,- , - . I I I LEACHING I I I , I - -.1 �__ - I � 11 � 11 I I ­4 I I 11 - I 11 . � I � � I 1, I 1 \ � �\ �, CQ:1 I \ , - L I , , 111-', I I ,� I I I I I I I I ,I I , I I , ) I \ ot - I i, . i ,,,,, - � ,� �­ 11 � "I � N I� \ , I . , I I . 1 11 . . . � e Lt regulations. I I I I 11 PIT , I A, �, I ­\ ,/ __ � I I I � , I " - , / , � I \ I I � : I I ! I � . / , --- , I Ik A c I / � I I , I . : I � I ' 'I I - \ - . .� / , I I �- 1-1 \ I I -_ I � I I I I ! I : I I I \1 I I \ ,5�0, �.P.Af � I 1 _,4 JF�A RCEL , IA 1 I \ , \ / I � k i . 11 � I Future - �nt ma uire the I I : I � I -,: I I I - - -_ - \ t . I I I I � � -- I I I I I I I I -_ 11 - - i/ T.P. 02 1 � 11 1-11 , �, I - I .1u, � -_ I I I I I , , I I \ I � C-C coo ,, , � I I I I - I I I� I -\ , I " I -_ . _j � I 1, L - I I , \ I � :,X" I I I I - 1:�_ e,*.- r I : I I I � I I I I I � I I " I *1� / I � I I � I �_ , , _�_ I I � - . I 1\ . � I ''I � I 1, I � G I � I I I , I 141'� �j � 4"�L� '33 1 1 � I I I I 11 -I I 1. I I ­ I � I I I ' ' I f N ) 11 � I ' ' I - - -1 _1� I ., I- , . I I I � � I � 11 I I . ­ I 11�� " I ' i . � DOI � . to be ,topsoil. � I I � I � I "I � I . � �- - I � . / \ I I � . 1 ,,, ` I , � I I I I I \1/1, ­t- - I - I I I I I . I � I NG I I - I � � EXISTING / DWELLI I I I I I I I I 11 " .1 � I I I I I J , I - -_ , � . I I 11 I I L, I I I 1, 6. 1, L I I I \ I I � I I I I � . - I I I I I ! -, - �, , - I \ IL I I 1 7 e. i I I I I A: ' 11 � . I I �I I - 153- .- I I �-- - \ , ,-, . ;,- . - - -_ �_ - - �, -1 " I ''I , \ � ��I I .1 I I I I I LEACHING I � I � I I 11 11 I I � 21. No heav I I I I I , - , �, . ,- - I � I I I I I I ! y equipment shall be run over the disposal ! I I - 1 I � , - - � I � k - r_ - - - - "! I , �, � I � I I � ,� 11 ­ i " I ) - - -- -�, , � - i �, I I I " I I 1 154-- 1 -_ - - \ , .;11 "I I -1, � I - -_ � 1 I ,\ I I � / I - I I � I - I I I I I I -� - -_ - -_ 11 �_ - -i- 1, - �­ -.1 - I '' I 11 I 11 "I I , I 11 I �' � PIT I . 11 "t 91, 1 -_ ��_ � ; � I I I I ll � - __M� l, I 11-1 - - - - __ - I I - � . I , 1 , " � N , I i- ( I I � I I I 0 1 'I, 11 I I I I I . I I I I- -, -11 I I - - - -- __ I I , ­ ­, - --4- - I - � - - - , I 11 I ,_ �x � 11 � . I I I I I � I -----rT- IN � - - - - - - - _: - �_ I I � I 1\ I I I I . 1 � I I 1 5-1%- -- � -, I - I I I ..... ­7 - - - - :: I _- _ _ 1�, ,,\ �, 10--o"77 1 1 � I I . `�I �r0`0 I I I tank should be I � � I� I I I I I - - __- - - ­1 \ ''I I .1 - mmmwm� A - - :: - ::_, -- - - - I, I I . I I / 10 N� . . 1 - - - - .:7.-.: - - - --Z�',\\ I . ;� 1. I - 11 I I I I I I 11 "I 1� 1, - - - - - - � , 1� JIMM 11 I 6-�� I I 11 & � ; r , I I ly and when the tota I depth Of � I I � I . *,\ I \ . I 11 ." I I - I a I. t I", -1 �� �. I / I 0 I I " 7 �, I - I - I I I I / I : " I - � z � ?I � \ , , I - I N ",I \I I i, �, I I � � � I I P0 I .,,,� I .�� Z . scum and solids exceeds 1/3, the I i qu I d d(�pth of I� : . I I , / I I I -- - -_ � I \ I �0 .�� �, I � I I \ -11, / C.S./ � , , � I I / � ­ I � - I S I I - � I I I � I I \\ % \ , � - � I pt� - I - __�; �. - . 11 I I I I I I / / I / / I FND- \ 11 \ I 11\ I I I �, I � I \ I I , .;�_ - , I . ptimped. . .1 i, � I I \ I / I I I I / I � 11 '\ � � I I I � - I I . I � I I , , \ . 'e. , t. � I 1� I I I _ 1/ I/ I I d, I \ ,_ - - - - � I - � I I �.- I I I � I S � I � I . I I I � I I I I I I / I I I 11 I S7 I ; \\\ / "A \ \ I 1 \ N I �� 1;0 � � I I 11 a-V_ ,� . I L I I � / , \\ , I I I n T, 23. Plumbing in the basement shall be limited to a I I I I I I . � . I , / � I . \ �� I -\- 'I, \ \ I � I I �;! -f � �I I I aq: t. 0 �, I I 11 � � I /, I I / I I -, I I - - - - I . I I :1 1� I I I � � 11 � .1 11 I" washing machine if the invert of the outgoing pipe I 1� I I I I I I I I � I I I � 11 � 0 \\ - I j \ \ \ , I I I I I EXIS TING I �11 I � �, � . I I � 11 I I - - -'N-'/ ) ., _ I I � : \- I \ I I I � - � , : I � I I I I I I 1, I I / I I / Q , 1101 11 I h e finished basement floor, onless: ,� : I / ' ' I � I \ \ I I 1, I 11 " i -1 I I I I I I I I 1 I I � I .\ I \ -.---_.;�, ,/, / .�58 N \ \ \ I : I LEACHING I � I � I �, . I I I I I I / . I I \ \ 1. � , I - . I 11 � I I I I L 11 I I I � I . 1 I I " \\ ,- ", 11 " \ \ I I I I I I..�I I . \ I I I I .1., � ,, 11 "., 11 I , , .,-cc � I k h L I - . I I . � I I � I . I � L I I I I ., �_ �, \, I , I ­ I I I I ­,C�1111 -1, -- � 11 . I I I � I 1 ) I , I ,: I 11 /, / , , , I I , I � SEE - NO 58 � '*-- - - - I \ PIT �y I I I I I I I� I � I � I I I I I I TE(S) 15816 � I \ \ -- - , .� I \. I I I -1 � -.1,\,1� . 24. ""w4_j�,abale cliectkda I I I I I I � ­ ­� / , �, / I / U �, \ , \ I V ­1 �_ � t , I I I I I I I I / I r EXCAVATE , %,- - - - -� - I 11 , i I I I I I Z� , t, I I I I . m .�r-�,_- �_ I I I � I I I /� I I - I - I I . � - I I I I � .�.o ­ IS n, ,_rTVy-ftAC4_E 0 s Pr ur I I I I I 1. I I � � I 1, I I � :At MATEAIAL' � I � . � I I � I - I . -, - I I " , .,*.t s . n p a b to I 11 I I I - . - � I I I I I I I I I I / I I I I / I I � / I i WITHIN .,' 25' ,� O]�y L � I / I I . I I I I I I I - I . � - - 51 1 1 � .; ., � z, . ­,rmvT ,(% ructi m I I I I I I I / I I 1 I I 14ORIZONTALLY �,THE : : I I I I I I " ­ . . I I , I I . 11 1-1 � - - I I I I I I -_ -------- ,.-, 4 - - I � I I I / I / I t,�_ , - I ,*LEACHING FACI ., I - I I I I � 1'� I I I I I I I I- 101- place u construc di . � I I I I I I . I / I / � I/ I �I I \ , , I : LITY1 " FROM' THE P%. � I I I I / ., I- , I I ] 11 . I I I I I I I - � I -1. � 3 Irn I regra ing, � I I I I I � , / I 11�� I I � I I I . C.I& � s are co rip ete . � . I I, Y'. I I I I I I I I I I \ 7 � , I \ ,STONE COVER "DOW9 TO APPRO '1\ 1:,I � I , I ­ I I � I I �1 z � " "I "' ,- i� I I Ito .1 It I . I I � I � I I I I I. � ,- XIXATEL - I I / I 11 � I I � I I " I I � �, (f%, *, � S . 11 I I I " � '. " / I I � , \ � � . I I � I I I I I \ EL�. ,49.7' - I I I %T . I 11 I � I I / I I IN � I I I I I I I I I- I / I \\ I I I ,( 36" +\- 13EL / _�' -1" I I I � I : S� , ,� I !,�*'Tv. `te . ­Ip� 0 1 1 1 1 1 "' I -11 , � � I I I . I I I I � I I �, I I I I NGRADE) : " I I I'll N�zj� I I I I I 11 I � PA" r� . I I I � I L I I � I �/ I I \ I , , I ��L �"L W1 11 I �_ / / \ \ 01 I � LO I . � I 1 ,9W''OkIG ­ , I I I I, I N � I I � 25. The excavator shall notify the local Board of � I I / / I 1 \ ­ �, � / I \ , " _� �11 I I I -I - I I, 1 1 ­TC.E1L% 11 0 1 1 � I 1 54 1 1 . I %, I . I . / \ , i I I . I I I . is I I I I / I I \ I � , _ \ I I -.� I I I �� ., ,� ''I., - - I I I 11 I I I 11 .r� 'I (_Io." , I .11 1 higher than I I / I I I'll I / 1, I .1 , I * �, . %I I I I � I I I I �, I I I / . /_1\ . � 11 . ,,,ill'', � I _ I I at a elevation I I I I I I I / ,I �I I I . . I 11 � \ I � I I i � 11% ./ � \ N V, I ) I � � I I I I I I . I L I 1, I , , , I I � I I ��� r I . I I "I I . I I 11 / I I I I ,": r . 1 3 � \ I I ,�� indicated on plan. . I , I I I I N \ � I I , I I I � I . : � 000 I I �� I I I I I 11 I � / / \ \ I - 11 I I .- V� 00 I I I I I I I I 1*1 56 1 1 � I I I . .1, I / I I / / � , I � "I I. I I I I I , ,I% I I . I � I . � I� I � I I I I I I / �� I I I I., I / \ \ I , ,� 11 I I I --.,WeLz I ti, I I 00 I * I I � , � � / , , � I 1, I I I I I I I \ I I / � I I I P 1-4 C, I I It MT_ .I A � i, � I I I . I I I I I . � .I I I 1 55 , I 11 I� I N I I � I . I / \ , / / I , � I I I I I � :,I � ""I I -ILL LA 1 6 , I S A" I I I � "I I I � I � I I 1 .155, \ I 1 I ;I I I/ 11 N, I , / 11 %. I I 11 � lcl� $. 11 I I I I I I I . - - _ 1. I ' ' I I � . � 11 - 11 � . 11 . I I'll, \'\ . I I I .� / / . 1 \ \ Ill / I" I I I . \\ I . � I 14 .1 , :: _ I 'I V_ I le -11, I t. I I ' ' I LEGEND I � � . �­', I I I I I I I *1 I / � / \ \ , I / / / , ; � I I ­ 'r t4l! .11 I I �, I \ I I I / 11 I 11 .�, ­� I I 1 I I I 11 � . I I I . I I I - 11 " 11 I I � I I I I I\ I I I I ." ,,�, , , \\­ \ J , I I 1 52 , 1 1 1 1 � I- � ­ I I I I 11 I I � � I \ I I �\ I I �/ 1 4 � / ; . " I I I I � I ­ � %1. - 11 I EXISTING PROPOSED � I I ' I I 11 I I I . It I **- i , 4, , I 11 . � I - I I �. I I I . I - % � I I I I A vlw , � \ I 54�, 1\ , ,� - - - __(/ / I � I I I INrIv ,; I 11 , i PARCEL� "A" ON A RESUBDIVISION OF A I I � . �I ,�,%N , 57 .1 L . -1 I � I I �, I I I I I'� (A palvo � I I I I " �, I I I � . N 11 14 I I I I I � \ � \ I / I ­ 7 - 11 100---- ' . CONTOURS . I I I � 11 I I � I 'N' %, I I �/ . I I I . i I I I I -1 W 1� I I � ; , 1, 4 5 1 11 I ,,*5 1 _4�_ � I , , I I I I 1, . I I 11 N I'll I � , : I " 1 55 �' 54- -_ --' '_I , I I . - _,,I t� 0 , , 91 xq I , . I I � I . PORTION OF "BERTHA CARL ACRES" IN I I ,�,��-, I 11 �\ \ \ I I AIN I 11 . 'i I- . SPOT ELEVATIONS __91.1 1 1 1 � � . . I I , ,� I E,L MA. ­1 1< 1 � " I " - I . 1,11 � I . 11 � I I I I � I � � N, � 1� � -, , Z� I I \ \ )� , 1 .-I "I � I . I , _� "I I ____ PROPERTY LINE', , . I - I HYANNIS,BARNSTABL PREPARED I I . � I I ,�, � �� \ ­ � . I I I I 111111000� I I � %`.,�,,,.' I j I . I I � I I I � I . I I z ., 56 \ � I � I � I - I I , �� I I(WI � z 1 11, ,I� I - EDGE OF PAVEMENT. � I , I� I , I I � , . _ __ __ , , � I I I I - - . I I I ,; \ \ � I I � . . I I� 11 I 11 ) � , I , I 1 .4ma f., ,� � ­1 - � z 0 . E.P ,C.A I I , \ - I I , I I �,, . � I I I I ,1 I , - , � I . I - I .� , I I , z � y �11.� I I � I I I I � \ � - - - - - ­ 53 ,,, I I I ; ..� , , , , I., I �111r I .� - - I � I - I FOR BRAINTREE COOPERATIVE, BANK I I , N-,�,� I \ I / - I . I r V ,l .." I I . I \ �, I � � I I I I I I . . , -=.=X:::>�� I , I I I I I I I , I I . I I I I C , � . 1 71 STONE, WALL I ­ I I I I _� : : I � ,,, . I . " - I I I %, I I ,�, ,� I I 1 57, 1 \ I I I - .I I I I I I I I I � I I � I I , I I "UL'A.A ,,;, -, �p I - ' I I� I I I , � , , r., I . DATED 3-16-90 1 � I ' ' I "'�', \ � I ) / , I I I . - � a .2 .__�L �11 � � � I � I� � I I 1-1 I 11 I I � I "� \ 11 � I \ I / , � I I "I 0 1 1 � � I - ____ - I _J_­. . I - ____ - ____ - -_ . 11 I WELL I 0 I I I I I . *1 I 11 ; I I I " I � ,� � I I I I -- - 1� . I I I I I 'I ', I I I � ; I I I I - I I I 11 . 'k� %, 11�11 I / 11 I I I I ".. .1 I I I I I I I I � I P I I . I I _11� DEEP TEST HOLE . � . I I I � 11 �. . I I I I I I �, I �,-�-\ C.B. N / - ' I � � I - , I I I � I I I . 54 ' I I � I I Z� , , � :, 1� 53 1 1 I I . I I I I I I I I I I I I I . I I I I I I ,�'N", , ND. 1 ) I I �, I I I I I LOCUS MA - I I C-7:z - - -=1 LEACHING TRENCH I , I . . I � :: F I .: - I I � I I I 1�INI-� , '' ./ / I 11 I � I I I . I 11 I - , I I ,� I FORMALLY LOTS 5 AND 6 UNCLE AL'S I I I "'. / I I I I I 11 1-1. I I I I I I I I I I I � I I - - - - - - PLUMBING PIPE � � I I I I I � I . � / I I ' 'I '' � . � . I '�OT TO: S C,/A' L E I I � I I I I I . I I I ''I I � I : .,I ) I I I I I I I I : I ,I I I I : I � I . I I I I I : I I I I I I .1 : : I � / WAY AND LOTS 7 AND 8' ST. FRANCIS - I I 1� I I I I I ,� I __:�__1111' - / , I 11 I I 11 1� I I � � ­I; I I I - . � . I I I 1, I I 11 I I I ": I I I I I I 11 I I I I I 1 53-- -z. - � _� I I . I� I I 1, I � � I , i I I � I I I � I I � I I I I - I I I I I I I I � - - - I I I I I�11 I I I i I I I I I I -_ I -_ _______ - I I � I I I I CIRCLE,ON A SUBDIVISION ENTITLED I ; I I I I � ,';7- '_ I I � ' I - I I I I I I I I ,,--�',�­ �­_, 11 I I I I I I I I � I I I I I� I I I I I . I I I I - I � I I � I I I I __'�,�,:� '�:"' " I � � I I I �, I I I I I I I I � MOTE. I I I I I � I I 111. ,�� . I � I I I -�W - �_­.:_ :$-� 1 ­1 : � I I ,� ��,�*t ­,,�.'�-�,'.�- I Ili ''I � I I � 11 I I t I I I � � I I I I I I .11 �,,_� -7 I � I I ol - 11 I I I ,1, I 11, I I I I � I I I I 1 7� , I, " - "".._ ". Lj% 1�vo "BERTHA CARL ACRES" IN HYANNIS, , ' I I I I I I 11 I I ,� I I I I I ''I � . I TOWN USE ,ONLY : ' I I %AL I I , I I I ,: . - I I I I WATER. LINE LOCATIONS ARE,APPROXIMATE , I I I I ­ 11, i ;, ,'.�� -,]I,, SUOeURFACE SEWAGE DIS" I - 11 , ,, I _ ,", I I I I I : I I I I I � I I I I 111 . -, � I I I I � ,� I I - I I I I �� I I I I 7i "I 11 I I ­­ I I � I I r � I I -11 I � I I : I' — - ­ -1-1,% I I . I I I 1 � I I 'll ,� I 11 I � I i 11 � � ­ I I ­ I I I I I I � !� I " _� : ,�, , I I I 11 . I ' ll ­ I � I I'll I I - i --­­-:­��_ - ��, ,11 ­ I 1: I I I I I I I ' ' I I I I I I , ! , 11 ,.�,,�,,',�;, �­'k�,%:- - I I � , ­ 11 , "I I I 11 1 ,1 I I :1 � I I I '' I I I - I � I � I I I ­� I I I . ED FOR ,, , I I 'll I 11 . I I I ,, � ,� I I � � I , , � , ' ' _ I ­ . - - I . :,: I ­ , I - ­ ­ 1 _­ � � 1! AND MUST BE FIELD LOCATED THROUGH I I I I I k I I I I­ ­ - � " L'�,� . BARNSTABLE,. MA PREPAR . I I , z , 11, I ­�, , I I . I i ! � I 11 - I , . I I _� _ ,�� , _�_, : � 11 I I I"-, I 11 I � I I I ­o ,,,, 1 , , I I 11 : I 11 1 . I I � I ,- I "I'll, I I . I - iz 1, . ., " _ I I I ,- I " I 1 � I I � I I ­, : �C, , 3vf_� - I I I I -, .1 I � I - I . I I I "DIG SAFE" PROCEEDURES PRIOR TO ANY , I I I I I _1 REE COOPERATIVE BANK ' ' I ,�', 1 - I I I I I � I 11 I -BERTTRUST DATED NOV. 1978 - : �i :�, , � "I 11 I I I I I I I 1 � � I I I , � � I I I 1, I I ­,� ­ � 1­ , ,14L I I I I I I � , � ­ I " , : 1 I I I I I I I I I I I 11 I 11�', '' � ,:_ I I I I I 1 ! : *' " , �, �g ISRAINT , I ��­ ' I 11 ­ � I I � I I 11 ' ' I I I � I "Ill I I I I 11 I ���, , I . � .1. 'A'" , I Y'd . 1 I I I I I I I I I 1, I I " . � I I I I I I I � I � I, � EXCAVATIONS. I � I 1 i 1� ,­ . " _X , I I ,, I � -I I I I I . I . I � � I I . I - I I � I I � I I I I I , - I I I � , - � � I , ,4. 1 1 1 1 1 1 .1 , � I I � � I I� I , I I I 1 1� 01111 to 0 � I I I - I I � ,,, I I � � I I r I I I � I 11 I I . I I 1 , -1, "I� - ". '.1,11 I I I 1, I I I I I I � I 11 I I I . I I I I I I � � I 11 I I I I I � ��, I ­, � - ­r-"-I., I � . I I I I I I I I I � I . 11� 1�e, �,11 PARCEL ' A UNCLE AL SWAY I � I I ;, I I I � � � � ­ _ I I � 4 I . � , 1, ­ 11 I I I I I I I I I I I �, Ir � I I I NATURAL GAS LINES ARE NOT SHOWN FOR I I I I I., _],�:.' ­!�­­ . 11 ��:�,440z' "- . I I I I . 11.1, � I I I I I 1: I I I � I . � I � � , � ;11 -�:�-�-- I , . , , I I � I I I . I �- I I I I I I I 11� 11 I I . I I j . - - ,,V , " I I I I I I I � I I I I , " I ". I � � 15 A P%k&I � . "I, I I I r I I � - I. I I I �. -1 I � I D LOCATED 1i ; � I . 7 1 I I I I I il I � I I . I I . I 11 CLARITY AND MUST BE FIEL I I I I I I HYANNIS PAK"STABLE Ace 11 "I I ! � I . i � OWNER: BRAINTREE COOPERATIVE BANK � I I I I i 9 6 MP%%~* I I 11 i 11 � I I I I I I I I I � I I I i I I I THROUGH "DIG SAFE" PRIOR TO ANY I i � I I 11 ! , . I I 1. I I I 1, I I I _ I I I I I I :1 I . 11 I I I � I I I I I . I 1 . I I I .. I z, � . I I � I I : I I I � . i I z I I I I I I I ; . I I I EXCAVATIONS. � I I I I r , I I I . ! ! I I . I I I � . I I � I I � . � I I AREA: 52,572 S.F—+ I I I I . I !.� I I ; (01brA20stan Z,-:nsinurinn 0TV_,,Pnr. I I . I . I I I I . : 11 I I I � ­ I I I I I � I I I � I I I I � I , 11 1, I � - I I I I z I � i . " e, I __z) I I I I I I 11 I I I I I I I I i I � I � I . � I 1 4 1 1 �, I I I I I I I I � i I I I I'll : i I � I I I I I I I I I I I I I I I I I 11 I I I I I r I I . I ' ' i I I I � I I � I I I ,� DWELLING '15 �TO BE SERVICED BY TOWN, " i 1 172 gillia= ,�;L Wd" 232btarb, A,A OZ740 I ' ll", : I � , I I I I I I 1. - � I I � I I I I . I I i I � - I I - I �Jfo% of ft � G.,-- I I l, ­ 'r I I 11 � . I � I , .1 I I I . : � I WATER. 4NSTALLATION TO CONFORM TO 1, . I I - I . � I � � .1 I I I I . I I I I � � I � I I � ! - %, I 0 .1 I I I I I I , � I I - I . I I I � � ­ I I �� I I r I I � I � t I I . I I I LOCAL DPW REQUIREMENTS. e� I 11 11 . � � I � 1. I ,%(go � � I I � " I I I i _� I I � I I I I I I I I � I I I I � I I !I , I aw F - I I I I I I I I I I I I I - - I I I I I 1. I 1 . I - .� ,` I I 11 I � I I : I I JOB .NUMBER. OBE 877 , DRAWN BY:XM.T. , � 11 I I I I ,, 11 I . I I I � I I I 11 "". ". - I I I I 11 ,, I 1� I I � ,I� 4 sw�- � � I I I I I I I 'i � I I . I I ' � � I 11 I� I I 1� 1 39 . SCALE: I"=,30' DESIGNED BY:K.E.F. I I I � I I I I I . r , ' 1, I i I Im I I r: I I I r 11 11 I I I I L I I 11 . I I ENG 'TO BE ON-SITE DURING ,�" I I i � C&I I I I I I I L I I I I 11 I ,L' I I I I I I I I INEERIS I i " .P.NO,33770 1 - L,-"r,ga I 11 � I � I I I I I - I . I . - I � � .0 A DATE: 3-16-90 1 CHECKED BY. I � I I I 1 . . � I I I I I 11 I 11 I �, I I I I I � I I I I I . I I I I 1, : LEACHING AREA EXCAVATION ,TO`,VERIFY � I I !I '0 4%, ,Q � . I ­ _�� __/1 I "I I '­ I � I I 11 I I I I 11 I ­ I ! I - I � ­ I I � I I I I . I I I I I I , I I I I I 0- fST . I � 1� ,i � , - I �, I�1) I I � I I "I I . I I I I ' I 1� I I I i I 1 ,4, 1 1 1 1 � I I I PERC�� RATE AND SOIL 'CONDITIONS. I I . ! � I 11 I r � I I I .11 � I' ll I I . I 11 I � I I � I I � 11 I I � I � I I I 1., 11, I I I I '' I I . I I :� I I %1 ­ I I I 1� i , I � � CONTACT PERSON: KENNETH E. FORTIER DRAWING NO. ; " I I � I I I I I . I I 1 I I I I I 1. I I � I I I I �, I , 11 I - I I I I 1. I I I, � I I I � I I I I- I I I � 11 I I I I I i I � , , I �" "" , .I. I I `i�-_-- _v �- ;=���� 'j - ___ , , ,711-"�_�__31 1 - - 5t, .. - - I ,r777 ..'. -.. - - , �,,." . , - �, I I I , I . I I , � " I I - - I - I I I I � L "I . � 11 I I ADDRESS,: 172 WILLIAM STREET I I I � I I I 1, I I I I � ''I I I � � 11 I I 1, I I I � I I 1i I I . � 11 ,,,,r I I I 11 . 11 . r I 11 - il " I I � I 11 I � I I ' 'I I I . � I I I . � I 1-1. I ' ' I 11 11 1. I 1, � I 1 , , 1 7. , �' I L I I - I I 1 - 1 . � I I � 1, I I 11 , " I � I I . _ I I I 'r 11 11 I �NO -WELLS �OBSERVEZ) WITHIN 100* OFI� � I . � I I i I 1, I TELEPHONE NUMBER: 997-6410 71 i � I 11 I � I I � I "I � � I � A, I ' 'I I I I � I ­1 . � - I I I I ­ I I I . 11 I I � � I I . I ' ' I . 11 1 . , - I I I I � I 11 I I , . 1 � I - I I I I I' ll � . I I I I , 11 I I 11 I I I I 'll I I I I I I I .� . I ­I I - I 1 ­ � I I � I I I !�Ll` OPOSED LEA AREA. . , �::' 1. -'1�4 ' I I -- -_ " I I �., - � . I I I . 1 11 " 11 11 I . I I I � 11 I ­ : PR � CHING - I i - - - --- - � I I I � I � 1� I - �, 11 I I I . I . I I . 11 I I j ,, �! .1 I 11 I I I ­ I I I . I jl � 1 I I . � . I I I . I � 1_ I i I . � I I 1� . I I - I I I I I . I 11 I I I � I I I I I I I I 11 I I I I I I I I I ' 'I' ll I � g � � I L � I I I .11 I I I I 11 , ­ 11 I I I I ''I I I I'- I I - I I I . I I 11 I � I I 11 I � � I 11 I I p I r I - � I I � . . I 1, � I I � , , �. � I I ' '- � ­ I , I I � I � I I � I I I i I . I I I I I I I I I � I ,r � I I I � I � � I I � I I I I 11 I I , I I I I � . 1� I I � " � I ", _ _ I I I " 11 r" 11 I I - �111 " ' ', � I I 11 . 11 11 I I I I I 11 I � , I � 11 I , � � I I I I � � I . __ - � --���- 11--l--� �.-�l---� ll- �-----�-- - -_,___________ __L__�____��-.�,�.---�--,--�,��,�,,,�-.,� .---- __­-__­_ ­ -­--­­­­­­­_­------ -------'',�----,---.,�'I.,,--�--�,-,--�-�-------�----�---l-----,-",-,--�-�--� ­r_.­--__�­_­_,1_ - I ­ - ____ � __4 I I I 1, , I __ I I . I I � I 1, - --,--.---�-------�,------,.,---�--- ­ __ ''- __--- "'' - -1___1­---­_-- ___,_­______ - - 11 .- -----.----�,.----",----------,�------- ---------,---------- _________ � I I . " , 11 , _ 1 ,-----,-------.--.-.�-�.",--.--,-�--�-,----- __________ - -____ '_______________ _­ _­______1______­_.____­­11 I I -­_­__­___­____­-­­­­ _­_____11___ .­__1 ­____ ____ - I-_1­1__­_____---.------,-�,------------------�.-�-�,--�--- ___ ___________ ___- , ----T-,--- F 1 7= N NOT E S 'TEST HOLE LOGS - . 8 BUILT PLAN �+ � _ ASSUMED FROM AS F� uses WELL DATA nraLL AIW-aso) 1. VERTICAL DATUM. GI EER. YcLELLAN P.E. DATE WELL READING EN N THOYAS C� 2. �ViTNICAPAL HATER IS AVAILABLE. o rR DUNNING _ HIGHEST MONTH F 1PITNESS. JERRY DUN I 3. SCHEDULE 40 4 PVC PIPE TO BE USED THROUGHOUT 'SEPTIC SYSTEM. a Lo+r SURFAC Dlsr ea .�"'� 1 -. DATE. z 1 s7 11' HTO 20 MAR f888 Zs.95' 4. ALL PRECAST UNITS TO CONFORM fTH AAS H N< 2 N I zo.5r PERCOLATION RATE. MI / YAr, 19er. P LOADING SPECIFICATIONS. f zssz' f MAR, 988 _ OTHERWISE). ,� 5. PIPE PITCH 1/8" PER FOOT, UNLESS NOTED MAY, t989 ,8s.9 , zs.4,� - -2 JUNE 1990 TX TH 1 'SET LEVEL. 2' 0 PIPE OUT OF D BOX TO BE E APR 198f Z4.4,E' �, 54A 52A 6. FIRST F ssT CCO ODATE THE , DEC., 1982 IC SYSTEM HAS NOT BEEN DESIGNED TO A M b aLEV. aLay. 7. THE SEPT i s ` , APR 189s _zxs LOAM G DISPOSAL. APR, 1994 Y1.B8" FILL 6" 51.5 USE OF A GARBAGE 986 .2#.1 J' LOAM SAND YIX Y f AR„ S CONFORMANCE WITH THE LOCUS 8. ALL CONSTRUCTION DETAILS ARE TO BE IN OCT 19" 20.9 N STUMPS) MEDIUM SAND ji SS. ENVIRONMENTAL CODE (TITL E FIVE AND LOC AL HIGHEST WELL Laval 8 our FILL STATE OF MASS. ( � , • - _ REGULATIONS. LOCATION -YAP of to raAR. APR. 199# z1.Be' HEALTH RECULA � ' l UTILITIES S PRIOR .LUSTED VERIFY LOCATIONS OF ALL I L(rl' AREA' S2,574 S.F.) � 9.' CONTRACTOR TO ER ( vr� fo Yau� ADJUSTJIaNT ..:... .. ........................... ..... e our !'OR Fs9RUARr aoNs. Clt1.8-Z188-024' GROUNDWATER - 45.8 TO CONSTRUCTION. 292 s ASSESSORS MAP. s .94 , . ASSES [aoNs. D11 os4 + s ( 7 ,, 9s" 1 45.0 44.0 os» ,. S NOT TO • - 10. GROUND COMER OVER ALL SEPTIC SYSTEM COMPONENT PARCEL, s 5 EXCEED 3.0'. FLOOD ZONE C - MEDIUM SAND .0 YED 4S `108" i POSED ' D BE REMOVED WITHIN 5' OF PRO 144" 42A 11. ALL UNSUITABLE SOIL IS T ALEACHING AREA AND REPLACED WITH CLEAN MEDIUM SAND. � 4 1 POSED ELEVATIONS TO PRO 0 r ` BENCHMARK IT Y 0 PREVENT EFFLUENT BREAKOUT. 9 5 ® USGS GROUNDWATER ADJUSTMENT. (FINISHED GRADE aLa'VATION,TO CONCRETE BOUND � WELL: Al1I--2s0 ZONE: D -ADJUSTMENT: 19- bE THE SAYE ELEVATION AS THE ' ELEV- 4999' W A THIS SHEET FOR 8 OUT OF f0 YEAR HIGH HATER �"`�.� FOR A MINIMUM (SEE WELL, DATA ) /00 TOP OF INFILTRATORS II STONE). j .51.PB DISTANCE OF f5' FROM EDGE OF ) I r 3 SEPTIC SYSTEM DE SIGN GN pROPosaD 1JAc81Nc srsrar• L luroRs srAarnARn cButBa .w 1Y ATE. / � WrrB�or srowa,uaovND slnas A�rn a er yarns FLOW ESTIMATE: -- I o s72s:1r:r Dssp 8-20 � BEDROOMS AT. 1Q_C AL DAY _BEDROOM =Aso GAL/DAY ; • d► c . � _ l Y b ; s � S I a SEPTIC TANK. r► 1 . EPT -- EXISTINGQJ- y m GAL -GAL DAY x 2 DAYS.. 6 m s � / � DWELLING ' { TANK (EXISTING) � t)'SE ' GALLON SEPTIC T EXI s o , w i LEACHING ARE b z 4 _ 5 INFILTRATORS (STAN DARD CHAMBERS) USE 1 ( ) , 144. ,2 $ S ' D 3' AT ENDS 3T2S x 1r x r DEEP) .. ;WITH 4 OF STONE AROUND SIDE AN ( y o . . _ o AREA: 25 2 x 7 12 - 56 .74 GAL DAY ,. SIDE A (48 ) / ( � 41 / o o , BOTTOM AREA: 37.25 x 11 = 410 SF (.74) - 303 GAL .DAY .. 7 _ o 34 E_ CAPACITY_ .GAL DAY a _ _.: 2,/ y 0 . . •.. � � BENCHMARK WATER GATE PERIMETER PLAN 1 - 100' PERIME E ( � - \ s ELEV. 510 SEPTIC C SYSTEM SECTION , 1 � sar • a o s s r � W f2" OF .' r . COVERS WITHIN -1 �. . � d►�► FINISHED GRADE i°r Q► » o r �� � : 58.6 2 PEASTONE S .o l APPROXIMATE LlYrrs of pRavlou � � APPROX ,� s � FIRST FLOOR „ REPLACEMENT +�- �' Z r '�' - 1 1 2» SOIL REMOVAL AND REP � ��i• � 9 3 4 / WITH WASHED SAND (AS SHOWN ON + SYSTEM AS PLAN, ` r r WASHED STONE SEPTIC ST � 11,46 r / o s ENGINEERING ,, � m PREPARED BY oLDa 9osTox a �. ,r r , _ a► ELEV. 51.8 DATED �' _ 1 7 '/ 52.55 52.25 � 9 FLOWDIFFUSORS ELEV. EXISTING ELEV. o 9 1.43 OVER saa Nora � � _� � �•�0 5 To BE REM ( � ) EXISTING _ ,/ ( EXISTING 50.8 1000 GAL- ELEV. g ... _ _ 51.6 F _ - SEPTIC TANK (6 0 4 3' 4 .d► � _ELEV. 5' , c+ (EXISTING) 37.25 EXISTI ELEV. : STONE Nc �000 GAL ( ) � axlSTr �► G � _ ORS STANDARD CHAMBERS saPT'rc TANK � UNDER USE 5 INFILTRATORS ( ) S ZES. TO BE CONFI RME - � >TEE I ( � ND`SIDES AND 3' AT ENDS , � � IIPfX 4' OF STONE AROU • \ F KEY. GAS BAFFLE • . 13" DOIIN INLET. 6"-UP, ZS x 11' x T DEEP H 20 CONTOUR AT OUTLET TEE (37 ) ( ) EXISTING s ,:; . 6" UP 14 DOWN OUTLET , .................... . s , _ ` :PROPOSED CONTOUR. . 1V?' 45.8 ADJUSTED GROUNDWATER (8 OUT OF 10 YR ADJUSTMENT) . ELEVATION:ELEV .5 i EXISTING .SPOT. 25 0 L ATI N SPOT E EY 5 PROPOSED P 2 u HOLE... SEWAGE PLAN TEST -� SITE ..AND UTILITY POLE. -�- APPROVED'BY. DATE. FENCE LINE. s. � ION. � } LOCAT D r -b- HY RAN - S WAY RETAINING HALL. 45 UNCLE AL A a � 1 T-EE. THOMAI R * m s S 11lA mdE _ z H YANNI r m , L� c wry � D -e No,3 85 9 D .FOR _ D�f aim PREPARE LNG c� I N EER �a LI..W GIN CANCO ` DEYIREST Y Ll � � � A � B P.O. r , ,24 SCHOOL STREET BOX 0' 3 D TE REST DENNIS. YASSACHUSETT S 02670 G SCALE. A � � 9` o, PBOHE # FAx 508 998- ( ) 471 PAGE 31 REFERENCE. .PLAN BOOK J P.L.S. _. Z. 1[ARESr R ao:iAS �CcLELLAN P.E. JOHN Z DE REVISED. 4-z2 98DM r E - 1 , _ a X TEST HOLE LOGS NOTES.. sees USGS WELL DATA (FELL AIW-2s0) .•.:..:••:..•:.: •: 1. VERTICAL DATUM: ASSUMED FROM AS BUILT PLAN ENGINEER MAS McLELLAN, P.E. DATE WELL READING THO 2. IIUNICAPAL HATER IS AVAILABLE. _ fT HIGHEST MONTH of rR WITNESS: JERRY DUNNING 3. SCHEDULE 40 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. (DIST. BELOW SURFACE) MAR, ISM 232r DATE: 2-11-97 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-20 LEACH AREA DETAIL MAY, fe87 20.5 PERCOLATION RATE. < 2 YIN/IN MAR, ISM23.3P PERCOL LOADING SPECIFICATIONS. MAY, f9M 23.9P JUXE, z3.43' _ 5. PIPE PITCH = 1/8" PER FOOT, (UNLESS NOTED OTHERWISE). 88 i APR. feet 24.4r TH f 54A TH 2 52A 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. 41 DEC, fI zzs' j aray. SLIM. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE Locus 1" .w 24-M FILL W, .t LOAM sfs USE OF A GARBAGE DISPOSAL. (LOTH SAND MIX 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE OCT. 106 20.9 F1AM STUMPS) MEDIUM SAND FILL STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE AND 'LOCAL LOCATION YAP HIGHEST WELL Laval, 8 OUT ) LOT.AREA (52,574 S.F.) of 10 YEAR APR, 1994 - z1.66' HEALTH REGULATIONS. 8 OUT of 10 YErZOOK ADJUSTMENT ..... ADJUSTED 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR ASSESSORS MAP. 292 FOR FSBRUARY . C =21.9- 21.86= 020 GROUXDIIATE'R= 4se PARCEL xr D�=os4 + s = 74 f08" 4s o 96" 44A TO CONSTRUCTION. - - 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO FLOOD ZONE: C EXCEED 3.0,• 144" 42.0 1f. ALL UNSUITABLE SOIL IS TO BE REMOVED WITHIN 5' OF PROPOSED MEDIUM SAND lar 43.0 49. 5 LEACHING AREA AND REPLACED WITH CLEAN MEDIUM SAND. AT � . �49 5 PROPOSED ELEVATIONS TO BENCHYARIC 5p p ® PREVENT EFFLUENT BREAKOUT. f2. D-BOX TO BE HATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. CONCRETE BOUND (FINISHED GRADE ELEVATION TO USGS GROUNDWATER ADJUSTMENT: ELEV- 49.79' asp 00. E THE SAYE ELEVATION AS THE WELL ArW-230, ZONE: D, ADJUSTMENT: 19' TOP OF INFILTRATORS FOR A MINIMUM (SEE WELL DATA THIS SHEET FOR 8 OUT OF 10 YEAR HIGH WATER) S 51.26• ,ram DISTANCE OF 1S- FROM EDGE OF STONE). SEPTIC- SYSTEM DESIGN •y PMMSID LZACHIAG srsrsY: z ROWS OF 5 INFILTRATORS(HIGH CAPAC17T CE"BLRS) WITH 4r of STONE ALL ABOUND AND s BMVINN FLOW ESTIMATE. (sass s rT s for D:EP) BRDROOMS AT 110 GAL/DAY/BEDROOM 550 GAL/DAY SEPTIC TANK: axrsrrxc 550 GAL/DAY x.1.5 DAYS = 825 GAL m USE 1000 GALLON SEPTIC TANK (EXISTING) DWELLING / LEACHING AREA: USE 2 ROWS OF 5 INFILTRATORS (HIGH CAPACITY CHAMBERS) g' `7 144 1z, WITH f OF STONE ALL AROUND AND Y BETWEEN (3925' x M x 10' DEEP) SIDE AREA' (39 + 17)2 x .83 = 93 (.74) = 69 ' GAL/DAY BOTTOM AREA: 3925' x 17' - 667 SF 74) - 493 GAL DAY h i ��/ /�- - - - � _ ` •�� c7`Q Lam. � / w 153r. ow TH-2 / ` . wCAPACITY = 562 GAL/DAY .� BENCHMARK AT �'' ' ► _ ` � � � \ WATER GATE�� \ s� ELEV. = 51.0 SEPTIC SYSTEM SECTION PERIMETER PLAN (1" _ goo') �,md►c�► ` COVERS WITHIN 12' OF °�' 0r� 58.6 FINISHED GRADE 2" PEASTONE APPROXIMATE LIMITS OF PREVIOUS S .o �+ „ SOIL REMOVAL AND REPLACEMENT - c+ �, FIRST FLOOR WITH WASHED SAND, (AS SHOWN ON �'� SEPTIC SYSTEM AS-BUILT PLAN. - _ ` �� �'0 3/4" - 1 1/2" PREPARED BY OLDS BOSTON ENGINEERING ,r �� . S,?, ` �, WASHED STONE DATED 7-690). i..\ TH-f *ft 52.55 5225 EXISTING FLOWDIFFUSORS TO BE REMOVED (SEE NOTE 11) . ` , _:/ 9 ` q ELEV. ELEV. v e,�, � � � � � � • (EXISTING) (EXISTING) �FF 51.43 1000 GAL D-BOX ELEV. F� 50.49 , �s SEPTIC TANK 51.6 (6" OF ELEV. 4'> 4' ELEV. 4.7 (EXISTING) ELEV. STONE 3925' \`KEY: \ TEE SIZES: (TO BE CONFIRMED) UNDER) USE 2 ROWS OF 5 INFILTRATORS (HIGH CAPACITY CHAMBERS) \ \ � ED'H 4' OF STONE ALL AROUND AND 3' B8T'VBaN ` / NLET: 6" UP, 13" DOWN GAS BAFFLE EXISTING CONTOUR: � a s� AT OUTLET Taa (3925 z 1T : 10" DEEP) (H-20) PROPOSED CONTOUR: ••• .......................... ss ,� bUTLET: 6" UP, 14 DOWN ADJUSTED GROUNDWATER (8 OUT OF f0 YR ADJUSTMENT 45.8 � EXISTING SPOT ELEVATION: 25.5 ) a PROPOSED SPOT ELEVATION:F25 i TEST HOLE: UTILITY POLE: . SITE AND_ SEWAGE PLAN FENCE LINE: APPROVED BY: DATE: HYDRANT: LOCATION RETAINING WALL: TREE: �% 45 UNCLE AL'S WAY REQUIRED TITLE FIVE VARIANCES t HYANNIs, MA t' a�?��� � � tq . : PREPARED FOR: 1. SECTION 15212 (1). LEACHING AREA TO BE 4.T ABOVE ADJUSTED DEYARZST-McLZLLAX ENGINEERING GROUNDWATER ELEVATION. ''�`` t `. 24 SCHOOL STREET P.O. BOX 463 �` " , A B CANCO / TIMOTHY MALONEY WEST DENNIS, MASSACHUSE TS 02670 � SCALE: 1" - 30' DATE: 3/3/97 (THE SEPTIC SYSTEM HAS BEEN DESIGNED TO MAXIMUM FEASIBLE COMPLLWCE.) � i �• • " I PHONE Z FAX : (508) 398-7710 - REFERENCE: PLAN BOOK 471 PAGE 31 DM # -215 (D23F14) THOMAS MCLELLAN, P.E. lJOHN Z. D MAREST JR., P.L•S. 'I I N � E p HOLE LOGS NOTES: Rya 28 39ZF USGS WELL DATA ELL AIW-230) y 1. VERTICAL DATUM: ASSUMED FROM AS BUILT PLAN DATE WELL READING ArClj','I `R":_�°,;� OMAS' McLELLAN, PE. 2. MUNICAPAL WATER IS AVAILABLE. HIGHEST MONTH OF YR. WITNESS:S: JE RRY DUNNING 3. SCHEDULE 40 - •4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. : (DIST BELOW Rl•- sv Aca) , DA'TE __ -11-97 q MAR, i986 zs.9s- - 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO X- 20 LEACH AREA DETAIL MAY, 1987 2OSr PERCOLATION RATE: < 2 MIN/IN LOADING SPECIFICATIONS. MAR, 1988 2332• MAY, 1989 23.9Z 5. PIPE PITCH - 1 f e PER FOOT, (UNLESS NOTED OTHERWISE). JUNE, 1990 23.43' APR, 1991 24.4Z Ts�l-1 54D TH-2 52.0 6. FIRST 2` OF PIPE OUT OF D-BOX TO BE SET LEVEL. DEC., 1992 Jr.�. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE 41 APR, 1994 2233' I,O�IS YAR..f>995 24.1T (3.�IA�' SAND MIX � 51.5 USE OF A GARBAGE DISPOSAL. ocr. 199s 209 1,.ITH STUMPS) MEDIUM SAND 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE IIITH THE TITLE FIVE AND LOCAL CODE ) SSENVIRONMENTAL LL STATE OF MA ( LOCATION MAP HIGHEST f AR�•� 94L 21.ss FILL HEALTH REGULATIONS. LOT AREA (52,574 S.F.) Jt7STEJ7 e OUT or fo YEAR ADJUSTMENT 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR ASSESSORS MAP: 292 FOR raBRUART ZONE: c - 212- 21B6 - 024 G.,' AJ r x TO CONSTRUCTION. ZONE: D) - 024 + 5 - .74 108" 145.0 9s" 44.0 PARCEL: 3_5 f0. GROUND COVER OVER ALL SEPTIC SYSTEM! COMPONENTS NOT TO FLOOD ZONE: C EXCEED 3.0'. I �;'D`{UM SAND toe 43D TABLE SOIL IS TO BE REMOVED WITHIN 5' OF PROPOSED A 144" ._ 4z.0 11. ALL UNSUITABLE 0 49. 5 PROPOsaD aLEVATroNs ro LEACHING AREA R TESTLED TO ENSURE LEVELNESS AND EQUAL FLOW. BENCHMARK AT Y 50 '�'® PREVENT EFFLUENT BREAKOUT. 12. D-BOX TO BE CONCRETE BOUND (FINISHED GRADE ELEVATION TO C MKS CROUNI 'A rR A.�'1.1"USTMZN«a': ELEV� 49.79' E THE SAYE ELEVATION As THE ' • �-• . EO,NT: D AOJtI:S'1 MINT: 1.9 / �"30' TOP Or INFILTRATORS FOR A MINIMUM (SZE FELL DAi''A THIS SHEET FOR 8 OUP' OF 10 YEAR HIGH WATER) s •51.26• ,�� DISTANCE OF 15' FROM EDGE OF STONE). ,s 3 SEPTIC SYSTEM' DESIGN / PROPOSED LrACHINC STSrEY: /�j Z ROTS OF 5 WILTRATORS(HIGH CAPACITY CH"BYRS) TITH 4'Or STONE ALL AROUND AND J BV7EEN FLOW ESTIMATE: y (s92s's?:fog DIEP) ;8 ,.�IR00. S AT 1 p'0 CAL/DAY/BEDROOM =,Z',�Q GAL/DAY � . +� �,1 . \ �j SEPTIC TANK: EXISTING �s � 4- s? �l / �� CAL/DAY x 1.5DAYS = ,# GAL m DWjrLLING ` - f��/ •. � , ;�, ,; , , � � ,� .USE ���' GALLON SEPTIC TANK (EXISTING) t LEAC. INC AREA: USE 2 S OF 5 INFILTRATORS (HICH CAPACITY CHAMBERS) WI-21I 4' gal' STONE ALL RD AYD Y B EER (3925' x fl x 10" DEEP) 2 :._ 11 9 52 � �r_.�.:., .1' M ,.. , ,. g„nxt:,.h, ..,,.....,�+ ,,,.p.,. ,,. �..NLu�':s'�. ,�+� ., r-'�« 4a .. .. "' a+� '.„"MPs � .iw.acu, ✓ �'. y > ,.w,•°:-. ,,,,w„ u,. kdr#%:tr '.,a .u.a7M�+f .„'.k .a ' g ,..;::w.,,y;... , . r..EF3'«'h *e. ..t346 1i31x .N,� ',�Ci1.N'. c4' 200. 00. BENCHMARK �R S�TaE � -�� �` �`, .�, SECTIONTEM P'ERI�t`h"T1�R PLAN (f" = f00') Ir 1po l 1p COVERS WITHIN 12" OF °! d�hp�i t♦ ` FINISHED GRADE APPROXIMATE LIMITS OF PREVIOUS .�' •+� �` ` S'C 2" PEASTONE SOIL REMOVAL AND REPLACEMENT S� c+ �C t t FIRST FLOOR WITH HASHED SAND, (AS SHOWN'ON l , 3�4" - 1 1�2" SEPTIC SYSTEM AS-BUILT PLAN, ? - ` + / i �" PREPARED BY OLDS BOSTON ENGINEERING IT WASHED STONE � DATED 7-6-90). ELEV.'� \ _ � � •e � � � - 51.8 EXISTING FLOWDIFFUSORS SS Z.55 52 25 Q� TO BE REMOVED (SEE NOTE �/ 1f) ` �'_/ 9r t t coo ELEV. ELEV. - - ,/ EXISTING 51.43 `° (EXISTING) 1000 GAL (EXISTING) D-BOX = 50.49 \d► . t ELEV 51.32 .E-� _ E;� ELEV. SEPTIC TANK 51B (6" OF ELEV. 4 4 4.7 (EXISTING) ELEV. STONE 39.25' -� t t ts� UNDER) USE 2 ROWS OF 5 INFILTRATORS (HIGH CAPACITY CHAMBERS) KEY: t `\ 4 TEE SIZES: (TO BE CONFIRMED) WITH 4' OF STONE ALL AROUND AND Y BETWEEN EXISTING CONTOUR: - t / is INLET: e UP, 13" DOWN GAS BAFFLE 3925' x >r x 10" DEEP H-20 S " AT OUTLET TEE ( ) ( ) PROPOSED CONTOUR: Ss '� �� OUTLET: 6" UP, 14 DOWN EXISTING SPOT ELEVATION: 25.5 95 ADJUSTED GROUNDWATER (8 OUT OF 10 YR ADJUSTMENT) = 45h v�tiv j PROPOSED SPOT ELEVATION: 25 TEST HOLE: UTILITY POLE: -o- SITE AND SEWAGE PLAN FENCE LINE: APPROVED BY: DATE: HYDRANT: L 0CA TION.• RETAINING FALL: `� �� ,, e 45 UNCLE AL'S WAY TREE: ..-- r• .. R HYANNIS, MA DM -REQUIRED TITLE FIVE VARIANCES �,;,� ,: $ , - �;,},��;,..�, t w , PREPARED FOR: DEMAREST-McLELLAN ENGINEERING 1. SECTION 15212 (1). LVACHING AREA TO BE 47 ABOVE ADJUSTED � ���` '; ;.��:� � • �t� , GROUNDWATER ELEVATION. �r , f 4 .; � '� „Kr A & B CANCO TIMOTHY MALONEY 24 SCHOOL STREET P.O. BOX 463 ��`'� � / HEST DENNIS, YASSACHUSIR'T?'S 02870 (THE SEPTIC SYSTEM HAS BaEN DESIGNED TO MAXIMUM FEASIBLE COMPLIANCV.) , • l ` '. `"" . SCALE: a 30' DATE: 3/3/97 PHONE er FAx : (so8) s98-77fo DM # 39_6-215 (D23F14) THO, AS McLELLAN, P.E. JOXN Z. D MAREST JR., P.LL.SS. ,h , REFERENCE: PLAN BOOK 471 PAGE 31 j