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HomeMy WebLinkAbout0121 TARAMAC ROAD - Health fl2l TARAMAC ROAD ENTERVILLE A= 169 -049 5 M E A®R KEEPING YOU ORGANIZED No. 12534 2-153LOR SUSTAINABLE FORESTRY MIN,RECYCLED INITIATIVE CONTENT10% Ceroffed Fiber Sourcing POST-CONSUMER www.af19.11ram.org W1290 MADE IN USA GET ORGANIZED AT SMEAD.COM I No. ;PLO 2-0 — Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS fipficatiou for Misposal �&pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(>0 Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No. I al TC%MMgC, KQCAO Owner's Name,Address, and Tel.No. Assessor's k Map/Parcel 161 y Q 6eO r f9 F Co h b n Installer's Name,Address,and Tel.No. 7 7 79 Designer's Name,Address,and Tel.No. �-- 5(— �y Robert- UK Z'63 Ua11-0 Q416 Yermcok Livid co han"m i6Y6eoR Rcl Type of Building: Dwelling No.of Bedrooms �" Lot Size Kla sq.ft. Garbage Grinder( ) Other Type of Building- i�Qn�iGa� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided®' 7 gpd Plan Date 16 T - ?col Number of sheets Revision Date Title Size of Septic Tank Imn 60 on Type of S.A.S. Prec o s-' C v m b t s Description of Soil MediUM 50+e% Q 1G./1 Nature of Repairs or Alterations(Answer when applicable) -U) S-00 1 on Qr , new -- 0s fo 4j^0 boo W1 a�, 6Z0�� +r,n 0c. 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 10-8-00AZ Application Approved by Date /0-16 _ 0 Application Disapproved by Date for the following reasons Permit No. �O�� 3?7 Date Issued `jO 02:' 2V TOWN OF BARNSTABLE LOCATION J2,1 SEWAGE# ZoZD - 321 VILLA,C dlry V! j ASSESSOR'S M22AP&PARCEL �(09 �- '49 TALLER'S NAME&PHONE NO. � YLT 0>•�c.�L ( $OS1 977— 8 7 SEPTIC TANK CAPACITY I QaJ - LEACHING FACILITY:(type)5f)()%J1. L'"AMBM ize) ((e -1( Z. NO.OF BEDROOMS Z OWNER CCOLk"L-ItJ PERMIT DATE: (O t to I ZO COMPLIANCE DATE: (O 2JJZQ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ID 4zo p I I 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. 266 T ©u L e 3 37. 3 24 5 9 98:� 98.5 ;-O 2-0 - No. ?� � Fee � � N THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN O� BARNSTABLE, MASSACHUSETTS Yes f ltlYlcati0lY for+Mispoa#Opstrut Construction VeruItt, Application for a Permii'to Construct( ) Repair( ) Upgrade X Abandon(.,,).,,,_,❑Complete System ❑Individual Components Location Address or Lot No. 1 al TAAo►Mgt Ko Owner's Name,Address,and-Tel.No.' Assessor'se Mvap�ircel �p y 6 rie. o n Installer's Name,Address,and Tel.No. -V08177-W7 Designer's Name,Address,and Tel.No. IS 90)w.l boa, rb3 t0hile *11 �'c� 0100N+ livid C h�wR I5Y 6 p �, Aydfoc W `Type of Building: rry l: Dwelling No.of Bedrooms C Lot Size a �bfd.�8 sq.ft. Garbage Grinder( ) Other Type of Building RAS,5" nA ,i .\ No.of Persons • Showers( ) Cafeteria( ) i Other Fixtures Design Flow(min.required) gpd Design flow provided 3p gpd Plan Date ao' 909 Number of sheets ":„ Revision Date , Title " Size of Septic Tank TypeoffS.A.S. Recos-' C.kAMby% Description of Soil IYmealom tsa pkn) Nature of Repairs or Alterations(Answer when applicable) nitu i T-ob two bor, 1, e is -' s 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 /0 Application Disapprovedby Date for the following reasons Permit No. a�0.�t) �, ` s Date Issued /0 (6 - J-o j M:- -�-*"- ,,..-� _ a.....`'�"_�a.. .:-t;. ....: �.e..-9,o-•;ew. --:. ! .. :.. i.':. ,� c.�:q:cer -G _rs --•r :i:,.. :.-. 4 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Complialtce THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by R0b4/'4' b DO(Z at 'j"c3► MAC. a OC d has been constructed in accordance with the provisions of Title 5 and the `for Disposal System Construction Permit No.7 0�0'3Z� dated �b�l '�-►0 Installer �v 6&r 1- 9 OU Ct- Designer 02A,►A C ow "N A 110 0 #bedrooms Approved design flow d gpd The issuance of this jermit shall not be construed as a guaranteerthat the system will function as 9'esigned. . Date °) '7' 0 Inspector, C4-i A No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS IWO Misposal *pstem Construction jermit Permission is hereby granted to Construct( ) Repair( ) Upgrade O ll Abandon( ) System located at tAs fA Mug f" (1e..1 �► Q� Q f11 Ili 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" T �� Date I v`t(0' Approved by i ! t Town of Barnstable Regulatory Services .Richard V.Scali, Interim Director BARNSTAB MAM 10� Public .Health Division Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 i Installer& Designer Certification Form Date: I a 127 Z Sewage Permit# �02a - 329 Assessor's Map\Parcel Designer: Dqv, • �uv�hy nv wr 4 Installer: Roe)MT Address: S 6eo Ry er S vt Address: 353 W " t-tt�� piq7C�A 010-6m, U44 0 ?-6-53 t-� On 10 1 (P 7 p Q�jE�_r QuE was issued a permit to install a (dat ) (installer) septic system at �Z� Teirrm kq based on a design drawn by (address) lbg1iaWr dated Oct' q, 10 Lv (designer) y I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation. of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(ifrequ`ired)was inspected and the soils were found satisfactory. I certify that the system referenced above was cons_tructe ". e with the terms of the 1\A approval letters(if applicable) DAVO a 0 ins CO GH NOWR N (.iistall,er's Si re) 1 No, 1093 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASepticlDesigner Cenification Fonn Rev 5-14-1 3.doc TFII S I S A epail, m t d°% tCi��B%4 RJdth rn COLOR PLAN USE COLOR PLAN ONLY !$ ° '`r a 4° aom Aa®a a A, FOR INSTALLATION a a � a FULL DETAIL IS BEST A b VIEWED IN w ..a k� o n�u /4�a�g�8s, ' r FULL COLOR 46 d mP,,' CircleQ `° d 8'• � y ietnm Q 46 � CENTERVILLE• MA,tv C US MkP x ',r^� fn " n�� 3'k x fi O j 47� MINIMAL ��TO� r 4a :,+ GARB LEGEND //��/��/ `� L�LS�L�UVD ` GRADING TYp� 9 \� G R PROPOSED \ = OT SEPTIC COMPONENTS -48--- \ w OWED EXISTING 1000 GAL SEPTIC TANK a \ Q OEXISTINGL EA CH PI CESSPOOL/ / DISTRIBUTION BOXY CP4 \ � �0�� � aQ� 9�I LOOT 32 TEST PIT AREA = 16858 sf+— �W 10 �0�4 2O PLAN BOOK 223 PAGE 139 �QQ�n� rl l 16 in ASSR MAP 169 Pa 49 ,. EXISTING LEACH PI T 0/� OP ��� E � �i OAK TO BE PUMPED AND 0 40 ��Do � � 1 ; FILLED OR REMOVED Of p p�r p G� �� _�•® ��tN Of MASs9C F,P��N Mgss9r V 11 �L� TQES ( 48—� 2 0 DAMyGJ, o DAVID yGJ D. D. COUGHANOWR COUGHANOWR WATER LINE �� No. 1093 No. 461 GAS LINES _ PROPOSED SOIL _ i GAS GATE O _ h �� ft ABSORPTION SFG O s gPPR �O TEL/CABLE TVA • �qb A SYSTEM A" 1 Lv OH PINE 15 in OVERHEAD WIRE ' � —SEE DETAIL PLAN � � Uv /� n ON BACK 2 n AK SCALE: 1 in = 20 ft oo SEWAGE DISPOSAL J SYSTEM PLAN e O �O 2 __- -- _ (cW hln o -TO SERVE EXISTING DWELLING e. o � GISpq �j� = J GEORGE F. PRINT ON 11 x 17 In ON COUGHLIN ELEVATI "' NOTE .PAPER FOR PROPER SCALE l 48.72 • O OWNER(S) OF RECORD OP OF FpUND0\0 �21 TARAMAC ROAD 1ss Geo R deg Rd s CENTERVILLE, MA TREE REMOVAL AT INSTALLERS DISCRETION. THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM g PROPERTY ADDRESS DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING Chatham, MA 02633 ----- _---- - ----- PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER DOVIdcouOHOtmOII.Com DATE: OCTOBER 8, 2020 SHOULD CONSULT WjTH A MASSACHUSETTS REGISTERED LAND SURVEYOR. - - - - 508 364-0894 PG- 1/2 joB- ETE-4482 WE DEIGN CALCULATIOO N � �IOo0o0o G�L�L�OnN1 �C�p��C� `��nNIG� S�Oo �� QC��OG�G?.T�OoM a,. SOIL EVALUATOR: DAVID D. COUGHANOWR, ASE #461 EXISTING UNIT '—. DIMENSIONS & DETAIL: WITNESSED BY: DAVID STANTON, HEALTH DEPT. DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPD SS YS TEM] CONSTRUCTION DETAIL TANK TO BE PUMPED DRY AT TIME OF INSTALLATION SEPTIC TANK: 220 GPD X 2 DAYS = 440 GALLONS USE,,SHORE Y, PRECAST,"SOO .GALL ON,LEACHING DRY WELL NO GROUNDWATER ENCOUNTERED AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL TEST PIT PERC AT 62 In - 2 MIN/INCH IN C SOILS USE EXISTING 1URA GALLON SEPTIC TANK IF IN NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE. INSTALL TWO DRYWELL 6.50 ft 14.83 ft ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOUND STRUCTURAL CONDITION. IF NOT, INSTALL REPLACE WITH A NEW UNITS AS SHOWN +. INCHES HORIZON TEXTURE (MUNSELL) MOTTLES NEW 1500 GALLON SEPTIC TANK. .. WITH UP TO 4 FEET OF / w 1500 GALLON TANK 61 48.10 DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. I In IF CRACKED, ROTTED STONE ALL AROUND. 2 fL co 0-8 FILL 8-10 O LOAMY SAND 10 YR 3/2 NONE FRIABLE SOIL ABSORBTION SYSTEM: TAPER ►•_ OR OTHERWISE +� a 0 10-12 E LOAMY SAND 10 YR 5/1 NONE FRIABLE THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE -; "„' 'T' COMPROMISED. w t' *` MARK INSPECTION w SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES O 12-18 A LOAMY SAND 10 YR 4/3 NONE FRIABLE R " c RISER WITH Ln PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. a 49.93 18-38 B LOAMY SAND 10 YR 5/4 NONE FRIABLE R, �� � MAGNETIC TAPE. � ,� � O 38-132 C MEDIUM SAND 10 YR 6/3 NONE LOOSE THE LEACHING GALLERY DEPICTED CAN LEACH: � it° ' N 37.10 aG� " � "<fl NOT " . .y id 0 TO BOTTOM AREA = 16.5 x 21.33 DRYWELL -1/2 (14.83 x 6.3) _ �05.23 sq. ft. t b TEST PIT 2 NO GROUNDWATER ENCOUNTERED ads$ -2 MIN/INCH IN C SOILS SIDEWALL AREA = (16.5+6.5+16.12+ * " ; SCALE UNIT 21.33 ft ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 10.20+21.33)x2 = 141.30 sq. ft. �' ;,, r'" NO c INCHES HORIZON TEXTURE (MUNSELL) MOTTLES 8 i`"' 'C/ V GO GALLON DR YWEL L 47.75 TOTAL AREA = 446.53 sq. ft. ft- 0-4 O LOAMY SAND 10 YR 313 NONE FRIABLE FLOW CAPACITY = 0.74 x 446.5 = 330,4 gal/day /n A DIMENSIONS INSTALL ONE INSPECTION RISER 4-7 E LOAMY SAND 10 YR 4/1 NONE FRIABLE INSTALL THE LEACHING GALLERY AS CONFIGURED BELOW. INLET OUTLET & DETAIL TO WITHIN THREE INCHES OF 7-14 A LOAMY SAND 10 YR 4/3 NONE FRIABLE FINAL GRADE & INDICATE FLOW CAPACITY = 330.4 gol/doy WHICH EXCEEDS THE COVER COVER wKfI LOCATION ON AS-BUILT 44.91 14-34 B LOAMY SAND 10 YR 5/4 NONE FRIABLE 220 gal/day REQUIRED FOR A TWO BEDROOM DESIGN. - a D 34-138 C MEDIUM SAND 10 YR 6/3 NONE LOOSE 71NDROP USE 36.25 -► /lFLOW LINE ; 33 H-10 BUILDING )O in = 14 TO Ek, In UNIT -INSTALLER TO OBTAIN DISPOSAL WORKS D-BOX DID�D,DD PERMIT BEFORE STARTING WORK. 48 in *� N -ALL COMPONENTS INSTALLED SHALL MEET LIOUID GASTHE OF $ MAS AICHUSETTSOTS TI)TLEM5NSEPTIIC LEVEL BAFFLE 102 in 5 OCODE (310 CMR 15 . -INSTALLER TO VERIFY LOCATIONS OF ALL T UNDERGROUND UTILITIES BEFORE "" " CROSS SECTION VIEW EXCAVATING FOR SYSTEM. 6 in STONE BASE IF NEW INSTALL AN APPROVED GEOTEXTILE -ECO-TECH RAPID RESPONSE RECOMMENDS SEPARATION BETWEEN INLET & OUTLET FABRIC OVER STONE E THE INSTALLATION OF LOW FLOW TEES NO LESS THAN LIQUID DEPTH FIXTURES & APPLIANCES, AND PERIODIC CROSS SECTION VIEW PUMPING OF THE SEPTIC TANK. TO -SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. D T NOT PARK D 2B 2 i In RA ® LEFFEi o 3/4 in RADRIVE VEHICLES OVER SEPTIC SYSTEM. l-1/2 in GRAVELED VEow►-)/2 in GRAVEL in a o 48 in MAX 58 in 48 in MAX U Oo w [ O 0 RAISE COVERS TO WITHIN OoX USE DB:3H�H20Y TOP, OF FOUNDATION 0ALL PIPE TO 4 in BE SCH. 40 PVC DOSTTG §0U U§ N..C� EL = 48.72 +— b in OF FINAL GRADE AND TO PITCH AT 1/8 in/ft MIN DIMENSIONS'` PIPES .EXITING D-BOX.TO RUN„LEVEL AND_^DETAIL : „FOR 2,,F.EE;T, BEFORE;PITCH/NG,`.;DOWN'o 48.0 .. pDopOp 3' I 12 lnil x MIN USE H-20 MAX �� FROM {Q TWIG 4 5.00 N TANK �, �, TO ���� �llll���� EXISTING ono o °o 00o o G° PRECAST o°°po°go°ao0 ��p��� TANK 46.0+— oo°o°a DRYWELL o°o000 0°0� �w. b In STONE BASE 44.33 ° °� °����in 21 in 2� CROSS SECTION VIEW EXISTING REFER TO DETAIL BOX S�ONE S0 L Q D S©�pT0ON 44:50 BASE 44.25 6 in STONE BASE IF NEW "ft 7 ft SYSTEM —REFER TO 4- DETAIL BOX � EXISTING NO GROUNDWATER V BELOW 42.25 MOTTLING OBSERVED _ 36.25 SEWAGE DISPOSAL SYS—T—EM—P-L—AN11121 TARAMAC ROAD CENTERVILLE, MA OCTOBER 8, 2020 1ETE-4482 PG 2/2