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HomeMy WebLinkAbout0650 PITCHER'S WAY - Health 650 PITCHERS WAY Hyannis A = 271 - 170 0 I TOWN OF BARNSTABLE LOCATION & 5-fi f-olf oyrg 5' Lcm 1/ SEWAGE# / 3 q VILLAGE ASSESSOR'S MAP&PARCEL, 7/ %70 INSTALLER'S NAME&PHONE NO. TO e y,S s e- p f 1,G SEPTIC TANK CAPACITY /&o O LEACHING FACILITY:(type) ;,-5 d o c-h i m b er S(size) 6 .2 s A 2.6 NO.OF BEDROOMS A- OWNER iF. .68 0 L-" A4 P' L a PERMIT DATE: 7 COMPLIANCE DATE: �^ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet ; Private Water Supply Well and Leaching Facility(If any wells exist on site or within NO feet of leaching facility) Feet " Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY n r - Vll O q � � W � Y - t No. d d 3 q b es Fee \ 0O `. THE COMMONWEALTk'OF MASSACHUSETTS Entered in computer: Y / PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplication for Misposal 6pstem Construction Permit Application for a Permit to Construct 4� Repair(ij�Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.,W {0jTC/TF_t-S 64114y Owner's Name,Address,and Tel.No. Assessor's Map/Parcel,'�7/` /7,0 {f`'!9l�1!S GC°R G r PG✓ �f�l�2y Installer's Name Address,and T I.No S d `�l� 73 Designer's Namle,Address and Tel.No.sO�—3100—3 �l jo,5{P D-e 15�!^ro� ZNC• G /2 �1r�rSTo�� ty/�l s /=� •t���/�� Type of Building: Dwelling No.of Bedrooms Lot Size I q.ft. Garbage Grinder( ) Other Type of Building �,�` _ �(�� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) _ pZ d gpd Design flow provided 2,30 gpd Plan Date 1\ 16 k Is-7 Number of sheets Revision Date Title � Size of Septic Tank A 1 Type of S.A.S. 01 Oa C'Ye''1 GcG (off ��� Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1NJ 4rl��� �fGl� l y7� l0 ��i4yJ 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 Certificate of Compliance has been issued.by this Board of Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. � —� �� Date Issued �� Fr o�� l a $ - �, „ Fee t �o t No. ,Cr Entered THE COMMONWEALTR OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION -,TOWN OF BARNSTABLE, MASSACHUSETTS fipfication for Misposal �&psttm Construct on Vermit Application for a Permit to Construct(�,r Repair k::,)�Ungade( ) Abandon( ) ❑Complete System El Individual Components Location Address or Lot No.6 j U 121'T-,04/=f` 5_ Owner's Name,Address,and Tel.No. i Assessor's Map/Parcel, 7/- 70 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No:<G,6-3Gci 3 3 Type of Building: f i Dwelling No.of Bedrooms 2 Lot Size ( sq.ft. Garbage Grinder( ) + Other Type of Building .5jv ,1 �,r elt� No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) ;I n2tl_!� gpd Design flow provided gpd Plan Date \\ 1 D (o l s-7 Number of sheets Revision Date i Title C Size of Septic Tank X t C Type of S.A.S. aDO Cc.�(cam► Description of Soil _j i i Nature of Repairs or Alterations(Answer when applicable) G,//: I 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 Certificate of i Compliance has been issued by this Board of Health. ,f Signed �j -2�r%1 sx r. ?✓ Date . I;�.,. Application Approved by z Datef�F Application Disapproved by Date for the following reasons Permit No. Date Issued i CJ t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that thhe''O�n-site Sewage Disposal system Constructed(e--)- Repaired( ) Upgraded( _ Abandoned( )by Ci.5 at/j­�,/''177 41 A1c'/ has been constructed in accordance With the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer/D.5 e'/'y fi' «/'r'r 5- Designer !'/_%`- ` /I/ #bedrooms - Approved design flow gpd }'°The is§uance of this permit shall not be construed as a guarantee that the system will n' as tlesigned. (Date "� �, 1 [ Inspects --------- --- -------------------------- --------------- ------- ---•------------------------ i Not J 1 ! Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS OIsposal 6pstem Construction i3ermit Permission is hereby granted to Construct( ) Repair(G-) Upgrade(4+ Abandon( ) System located at / and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 ( ( / - I ( I Approved by L f 12/04/2017 08:37AM 17744139468 MEYER AND SONS PAGE 01/01 Town of Barnstable Regulatory Services $ Richard V.Scali,Interim Director 16 � Public Health Division � s Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Officc: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel A?1 /70 Designer: r��l/�l f J do S I'�'�i Installer: SZ /"/'0S Address: Address: O 0)C-4 az.!s 3� On 410qlY-01-7- 2yW4 Nih'rl Z was issued a permit to install a (date) jj�� (installer) septic c septic system at 1Q'�V Pt T z c.•r� WAY based on a design drawn by (address) �A M e 1 e"' dated L (desAO1 r)y f��I 1Kv X z ce � stem refernced above was nstalled ubsantiall accordn to ryeP Y Y g the design, which may include minor approved changes such as lateral i;elocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. 1 certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if-required)was inspected and the soils were found satisfactory. • 1 certify that the system referenced above was construct a with the terms of the AA approval letigs(if applicable) R 1 ice• . ��t✓�----- staller's Signature) ` 11 (Designer's Signature) (Affix Dcsigncr amp Herc) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF_C_OMPLIANCE WILL NOT BE ISSUED UNTIL. BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:1Scptic0oigner Certification Form Rev 8-14-13.doc Town of B msta.ble. P# of Department of Regulatory Services b o • ' Public I3ealih Division Date ,►eta • «7 rasa. r":? t63y ems$ 200 Main Street,Hyannis MA 02601 Ap4h. --2 Date Scheduled i Time_4-11 ___ Fee P // �,„•� I : Foil ►Sr�itabili Assessment for wage Disposal r� Performed By: Cl Y f e witnessed By: ra j LOCATION & GENERAL INFORMATION Location Address v P ` G E 1�j Owner's Name�Q�u�7�M Address'y /At S7t�A � - J S Assessor's MapP�ce1: Bn �neeesName 4O1 Tq 1 ./ 17�NBW CONSTRU!tDON REPAIR ; ' Telephone'* JO GO 1 3 Land Use l �tll`{j► Slopes(46) I Surface Stones ��/�d ft Distances from: Open Water Body 210 eft Possible Wec Area > m ft Drinking Water Well i �. /� Drainage Way " ft Property Linc 2!/ ft Other ft SKETCH:(Street name,dimensiotis'of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) r=L SE fTv, • I e ' ' 1 , - I s • i I . I I ' I i I e I , Parent material(gedlogic) Depth to Bedrock Depth to Groundwaldr. Standing Water in Hole:' i Weeping from Pit Face Estimated Seasonal1"igh Groundwater A ,T-----— V ' DtTERNIINtTION FOR SEASONAL HIGH WATER TABLE Method Used: ! I ' 10. Depth to Sall mottles: In. Depth (Ibperved standing lin obs.hole p ndwntef Adjustment Depth toiweeping from side of obs.hole: i In. ArU {st o.A At1J.OroUeAWnterLevel Actor Index Well# Reading Date: Index Well level ,�._-� , ,� PIE+RCOLATWN TEST' Date T Observation ` I Time lit 9" l ..-----•— Hole# -g-- If t �� 6rl Time at 6" Depth of Pere M � l3 Time(911.6") Start Pre-soak Time.@ i End Pre-soak Rite MinJlnch ✓� Site Failed; Additional Testing Needed(YIN) Site Suitability Asse.�sment: Site Passed • Original:.Public lle'alth Division Observation Hole Data To Be Completed on Back -- ***If percola toi. test iS You must first notify the to be conducted within loo, of wetland, to beginning. Barnstable C4#servation Division at least one (1) wedk prior DEEP OBSERVATION HOLE LOG Hole# _ 'Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel) 2"-. tl �9�► D 6 L �b DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency-%Gravel) �,i— tl •�1 r tt 6 —41MIO J4f%av DEEP OBSERVATION HOLE LOG Hole# AB Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, o Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel) I Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No ` Yes Within]00 year flood boundary No ^ Yes_ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pe v'ous material exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring p •vious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Enviroj imental Protection and that the above analysis was performed by me consistent with the require in xpertise d experie ce described in 3:10 CMR 15.017. Signature Date to �l Q;\.SEPTICIPERCFORM.DOC i i a` t EK P. 1 i oc+o fo�L 2'q z ► blClo=.I OF fliGHARD 3A:TEP CEy-TrFte=t7 puc:�r P�-Ao%3 ST '�► � su 4 L OC A T I y A N N I S, M N►.s 5, 3o bA T t--- z/25/77 C C R"T l i•=� '+ 1-1 I.a r T i-�t_FO V N 17AT 1 G1 N S i-lc�,�u hl � P•t.._1�.1J ���t=�Z C�C_L NE�r-- W I T" TWG-- 51 aE Lit-1i✓ CiI= Tim 1— O T 4 i �. t2�C�l S iL.iZE.;n i_J�,i-i C� 5 V Z�•�`r��t�S ri-115 t7�/ai�f lS � Ic7; U4GSG:T7 /,&j c�5 �t2 a /vl13,5",, !1J` FC?t.:.L.\CE -1 U? Tt4l=. U;rC- i S e,14ci.1117 � APB LI G/5.1�1T k PSG L `>C-i? il. 01-T*= C_M%*4 - LGr L_11,4==, (- A, r ' . K Cn 0 7 THE COMMONWEALTH OF MASSACHUSETTS BOARD' F HE T 7,_-��__ OF.... ..�. . . A .4.Z�........................... Application is hereby'made for a Permit to Construct 4—)--or/Repair an Individual Sewage Disposal System at e /74�---- "I .................................... of 7 ..........4. a�..... . .. ........................................ ..................... .......................r.... ....................................... Installer Address Type of Building Size ------Sq. feet Seepage Pit No------ ..................... 4- Z Other Distribution box Dosing tank h- llpt__ -7 7 V_& ---'-----'----'--'-----------'--------------------------------------- | / '�,---_ The undersigned agrees to, install the ufo,c6rxcribcd IndividualSewage Disposal System in accordance with 0 No....... ......... ti Fsic....... .................. THE COMMONWEALTH OF MASSACHUSETTS BOARD O F H E A_ -'...0F....,G', <1 ?................ ....................... ... Appliration -for Ui� wiai Workii C onstrurtioaa Prrmit Application is hereby'made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: iL .............. / e � /l ei ... 11 / .................................................... / /ocation/-JA dress or Lot No. % /J dale J <'P G a ................%J._.o f ------------------------ ....................................... : ._ S feet Installer /r Address —» d Type of Building L Size Lot...... ..._. q. U Dwelling—No. of Bedrooms.--_---_�------------------------------Expansion Attic ( ) Garbage Grinder ( ) �14Other—Type of Building ............................ No. of persons__-_._-_.-_.__--..--_----.- Showers Cafeteria P4Other fixtures .._ ----------------------------------- -----------•---------- ............................................................. W Design Flow........... 4---_--------------------gallons per person per day. Total daily flow------------- _ao__-_--__--..--._--.gallons. V4 Septic T.mk—Liquid capacityJd 4vgallons Length________________ Width................ Diameter......... ...... Depth___._----.----- xDisposal Trench—No-----------------_-- W''dth------------------_: otal Length-------- .__. T 1 leaching area..._.__.___..____-.sq. ft. Seepage Pit No....... I t i 'i----------- `_ o al leachingarea------------------sq. ft. Z Other Distribution box ( Dosing tank ( ) O h' X - /°Y- 7 7 Percolation Test Results Performed bY-------------------------------------------------------------------------- Date------------------------------------._.. Test Pit No. 1----------------minutes per inch Depth of Pest Pit__ _________________ Depth to ground water_-.--._--.---.-_.-___. rl, Test Pit No. 2----------------minutes per inch Depth of Test Pit.._--_--_--____-__-_ Depth to ground water--.-.----_-.-.-_-_---__. r4 -------- . -• /-----_------------------- Description ofnSoil `� G -- • t=-'----��-- -L--� — /� -0-1-i --�.... x �4 2 ------------------- -- ---•-------------------- ------------------------------------------------------------------------------------------------------ ------------------------------------- --------------------------------- U Nature of Repairs or Alterations—Answer when applicable---------------------------------------------------------------------..___.---------------____.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by to bo r-d of health. f D /7 ate Application Approved B -�L(!!iJ_�_-_ _-- __ _/... _ PP PP Y--_------------ � �}• 7---� Date Application Disapproved for the following reasons:------------------------------------------------------------------- ............................................ --••-•-•---------------••-------•----------------------------•---•-------------•-----......................----------------------------------------------------------------------------------------- Date PermitNo......................................................... Issued...................... ............................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT `r -. C .....O F. w'J2 Ems. ................. �tlertifiratr of f�>alaapliaagarr THI S TO CERTIFY, /T at,the dividual Sewage Disposal System constructed �orRepaired ( ) by.......... .. .°-25 '?:?-: -•......--•---. ;---------------------------------•-.. ---•--.._.....--••-----------•-••-••-•-••••--•••--- t Ili at-.- ............... - Q/ -------------- --'--'•• .............................................................. as been installed in accordance with the provisions of A-r 7c• of The State Sanitary Code as described inthe o:.application for Disposal Works Construction Permit N ___ ---S_7-------------------- dated.... -.- 7_7-__-.-----. THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUE® GUARANTEE THAT THE SYSTEM WILLINCTION SATISFACTORY. DATE.......................... ------•-•••••-- Inspector----------------;---------... •............. ........................ THE COMMONWEALTH OF MASSACHUSETTS BOARD.,,,QF HEALT / '`i 707 ............../ ✓�' `C--...OF ��� /Y� ..: . ------.. No.............. Cl.... FEE f-= ................ Bispoiiai lVorbi C110 #,rear 'iaa Vrrmit Permission is he granted___---_K _._ 1/-! 4_....._,. to Construct r Repair ( ) n divv ual SewA Disposal ' e at No..------ . �;' , - 'L&4"4'-----`. '"� - ---------- Street f as shown on the application for Disposal Works Construe ion lit . ___ __ _ ___. Dated_'__3._'�.......................... . _.--lsl!!r ------------------------------ 3 q Board of Healt DATE.....••• . .... ----?-----------------------------------------•------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS TOWN OF BARNSTABLE Dater /!5 /(� TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS w l BUSINESS LOCATION: t W INVENTORY MAILING ADDRESS: 6�*M 1� TOTAL AMOUNT: TELEPHONE NUMBER:tfc)2 1171 _ eyg/ CONTACT PERSON: EMERGENCY CONTACT TELE HONE NUMBER-!�bn_ Y7/ - 8V9 MSDS ON SITE? TYPE OF BUSINESS.I y 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) Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) 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 Car wash detergents Leather dyes Car waxes and polishes 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 I LEGEND HYANNIS v aR PROPOSED CONTOUR ® PROPOSED SPOT GRADE I 8 -- 98 -- EXISTING CONTOUR R 2 + 96.52 EXISTING SPOT GRADE SITE W— EXISTING WATER SERVICE 1 R� 28 i � 4E TEST PIT v� v-- SCALE: 1"=20' �» West n,AIN_ UTILITY POLE 49 I - 1 1 �'—'-------- 122.61' 48 TP— - �I -TP-2 LOCUS MAP . i' 11 PAVED DRIVEWAY r �\ - 12.5- LOCUS INFORMATION Zo \ PLAN REF: 302/092 ` 1 TITLE REF: 1 071 7/09 4 PARCEL ID: MAP 271 PAR. 170 f W 0M \_— o• N , FL000 ZONE: "X" O - , 48COMMUNITY PANEL: 25001CO566J DATED:07/16/14 N, U17 F -- �—" SEPTIC SYSTEM ,9 — z I �� C) c0 i,\\ REPAIR PLAN + z EXIST. 1;QOOG 12 ft LOCATED AT: SEPTIC TANK o 650 PITCHERS WAY 0 r DRAIN® HYANNIS, MA _ PREPARED FOR DRAIN® ° -49 GEORGE PUMPHERY 5 OF } } I 50 - NOVEMBER 6, 2017 REV: NOVEMBER 9, 2017 — ---------— LOT 14 S q `, AREA = 10905 sf+— �-------------" � Mq PLAN eooK 302 PAGE 92 zASSR MAP271 PCL17o oA BENCH MARK � ti a — CN * o. 1140 —�_ PAINT SPOT ON BULKHEAD CORNER ST 4 50.03 BARNSTABLE GIS DATU PLAN 4 SCALE: 1 in = 20 ft � - MEYER & SONS, IN.C. 0 20 40 . O 10 20 40 P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311' F FAX: ' (774)413-9468 meyerandsonstitle5©gmail.com. SHEET 1 OF 2 J 1894 •r NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS T.O.F. NOTE: PLACE RISERS OVER ALL COVERS W/IN 3" OF GRADE FINISHED GRADE (47.7) EL 50.99 F.GEL: 49.0 F.G.EL: 48.50 F.G. EL: 47.7 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA D " TOP TANK=EL. 47.72 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" STONE OR FILTER FABRIC " - DOUBLE WASHED STONE 6 4" SCH 40 PVC 1o"I a MIN. ®®®®®®®®®®® a' TEE'S ARE TO BE 14" INV.45 70 S= 1 ( ' 1®®®®®®®®®®® 4' SCH 40 PVC 2(MIN. DEPTH ®®®®®®®®®®E3 INV.46.45 INV.45.50 EXIST. INVERT GAS PROPOSED DB-3 4' 2 X 8,5' 4' BAFFLE - Y I EFFECTIVE LENGTH - 25 . ., : . ., .. ...., . . . DISTRIBUTION BOX INV. 46.70 9 (H-20) INV. ELEV.= 43.7 EXIST. 1 ,000 GALLON SEPTIC TANK OF Mq GAS BAFFLE TO BE INSTALLED ON �� ss BREAKOUT OUTLET TEE AS MANUFACTURED BY A M. ELEV.= 44.70 TUF-TITE, ZABEL, OR EQUAL M TOP CONC. ELEV.= 44.70 nd NOTES: ,1) CONTRACTOR SHALL VERIFY ALL EXISTING 140I !. . . E3 PIPE INVERTS PRIOR TO CONSTRUCTION ®®®®®®® 2) D-BOX SHALL BESET LEVEL AND TRUE TO ' 6/S1E ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX QNITAO BOTTOM EL.= 41 .70 ®®®131®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN `' 3.75' 5 FT. 3.75' 310 CMR 15.221(2) l 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 5.50 FT. EFFECTIVE WIDTH = 12.5' WITH GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE DAMAGEDED,, Y OR UNDERSIZED. SOIL ABSORPTION SYSTEM SECTION 4) INSTALL INLET & OUTLET TEES W/ i BOTTOM OF TESTHOLE EL: 36.20 _ (SECTION) GAS BAFFLE AS REQUIRED (500 GALLON LEACH CHAMBER) GENERAL NOTES: DESIGN CRITERIA **NO PROPOSED INCREASE IN FLOW* . 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS P#: 15510 BOARD of HEALTH AND THE DESIGN ENGINEER. NUMBER OF BEDROOMS: 2 BEDROOM DWELLING/3 BEDROOM DESIGN, 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: OCTOBER 26, 2017 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, CSE 1614 DESIGN PERCOLATION RATE: <2 MIN/IN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DON' DESMARAIS, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. D INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO not designed for orbs a grinder) DESIGN ENGINEER. ( 9 9 9 9 � ) 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP-1 Depth Elev. TP-2 Depth SEPTIC TANK: 330 gpd x 2007 = 660 gpd, USE EXIST. 1,000 GAL. SEPTIC TANK j ENGINEER BEFORE CONSTRUCTION CONTINUES. 47.40 0" 47.20 _ 0" (330) = 445.94 S.F. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. FILL LEACHING AREA REQUIRED: 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 45.99 FiLL 17" 45.70 t 8" 74 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF A , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. p` LOB SAND LOAMY sANO USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4 7. WATER SUPPLY PROVIDED BY MUNICIPAL WATER. 1OYR 3/2 ! 45.45 1OYR 3/2 21" STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 45.73 B B_ 20 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. LOAMY SAND LOAMY SANG BOTTOM AREA: 25' x.12.5'= 312.50 SF 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 10YR 6/6 tOYR 6/6 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 43.90 42" 1 43.70 C 42" SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF CONSTRUCTION. C TOTAL SQUARE FEET PROVIDED = 462.50 vs. 445.94 REQ'D 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. PERC TEST MEDIUM MEDIUM REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. ® EL. 42.07 SAND 2,5Y 6/6 2.5SAND DESIGN FLOW PROVIDED: 0.74(462.50 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 11. as HOUR NOTICE FOR ENGINEER CERTIFICATION PROPOSED SEPTIC SYSTEM UPGRADE PLAN 12. THIS PLAN,IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 36.40 132" 36.20 132" AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 650 PITCHERS WAY, HYANNIS, MA 1. 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. PERC RATE <2 MIN/IN. (,,"C2" HORIZON) PER SIEVE TEST 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. NO GROUNDWATER OBSERVED Prepared for: Pumphery 15. ALL PIPING TO BE 4' SCH 40 0 1/8"/FT (UNLESS SPECIFIED) System Design and Topography Plan by: SCALE DRAWN DATE • 1 Darren M. hereby certify that I am current) approved b MADEP pursuant to 310 CMR 15. MEYER&SONS,INC. MM 1 1/06/17 - Meyer, R.S., CSE, he y ry y pp y p 017 N.T.S.S. to conduct soil evaluations and that the above analysis has been performed.by.me consistent with the POBOX961 requirements of 310 CMR 15.017. 1 further certify that 1 have passed the Soil Eval. Exam in October, 1999. E4STS41NDW/CH,MA02537 REV AT CHECKED SHEET NO. 50&362 2922 If (�!7 DMM 2 of 2