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HomeMy WebLinkAbout0036 WEQUAQUET AVENUE - Health (2) 36 Wequaquet Avenue Hyannis A - 251 - 122 No.oay Cs% Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppfication for Mtsposar 6pstem Construction Permit Application for a Permit to Construct( ) Repair(✓j Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.34 W c(t u?uci AV Owner's Name,Address,and Tel.No. Bcn' .r•N i n G u;Sa p }�yA.w*^S � �L We<t✓ uc4 AVE Ccnitrui lic . Assessor's Ma /Parcel 'Z S 1 - 12'Z°" Installer's Name,Address,and Tel.No. B F)(cavo fl-1 a h Designer's Name,Address,and Tel.No. ECO-71✓C t4 ly 'Tcc.�ci'ry L.J V7crc-54olv-lc. tAnn o&53 155 6za Ai-bcr- R-L cka.4 � 84q Type of Building: Dwelling No.of Bedrooms L4 Lot Size JO Qj '� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qq O gpd Design flow provided qq6 gpd Plan Date cLf% 3 14 Number of sheets Z Revision Date Title Size of Septic Tank .1000 Type of S.A.S. `5-00 !40-1 L)C. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ki ZO 14 20 SOO L, C 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. , e Date P<m Z I 0 Application Approved by Date Application Disapproved by Date for the following reasons Permit No._j� Date Issued 6 No. / �`-� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Z� Yes PUBLIC HEALTH DIVISION -f7 OWNpOF BARNSTABLE, MASSACHUSETTS ZIppfication for B�igposal *pstrm (Construction 3permit Application for a Permit to Construct( ) Repair(,4"Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.3G W c v uci A V� Owners Name Address,and Tel.No. C.CA-lc-rzr1 ti-� �i /"a1;�i S `L `s; Bcnsa�n 'l n C,u,ba 1 Assessor's Map/Parcel i s 1 - � 2 Z 00 3 G W c g v t oz 4 A V E C c r,a z r v', 11 C_ Installer's Name,Address,and Tel.No.g,�, EXCO,� I o A Designer's Name,Address,and Tel:No. CC • -T EC)-/ 14 �c0.5ctry c.N �oresld0.�� yryvl OG53 15-T6z0 Ry-lrc- R-(- C"Ljk^ ,n Type of Building: Dwelling No.of Bedrooms Lot Size to q q a sq.ft. Garbage Grinder( ) Other Type of Building � rrA.1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qq n gpd Design flow provided `T q/_ gpd,' Plan Date T 14 Number of sheets " Revision Date Title Size of Septic Tank /BOO Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �_ �� ► ^��n � Date last inspected: r' Agreement: r` 4 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. S' n, Date 9 Application Approved by Date d Application Disapproved by Date for the following reasons Permit No. / � Date Issued I r�/ �i --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(v000) Upgraded( ) Abandoned( )by ( �C X C�a, 4 4,nr" ate jr-4 4 1Z9 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. -0.?5 dated Installer � i�r � Designer #bedrooms Approved design flow —LIA11 gpd The issuance of this permit shall not be construed as a guarantee that the system ill function esigne . Date '� �� Inspector ---------------- ---------------------------------------------------------------------------------------------------------------------- Nw H f. No f I _ D. Fce, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Veposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(✓)' Upgrade( ) Abandon( ) System located at J_ .)r n, ,n ,, -i A i/1-' 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:ConstructionZbs t be completed within three years of the date of this permit. Date f I Approved y i Town of Barnstable � o Regulatory Services Richard V.Scab,Interim Director 9NAM Public Health Division *63 '' Thomas McKean,Director 206 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: LZ'-2 Z01 Sewage Permit#Z©� 6 Assessor's Map�Parcel z «z Designer: ^�® ~ .I Installer. :V Address: Zfcz:5 7;� -)�P Address: On l �/F00 45)("VI was issued a permit to install a ( te) (installer) septic system at 4C based on a design drawn by (, s 7R::61-1 dated_ ®/ esi er - - - I certify that the septic system referenced above was-insialled substantially according'to the design, which may include minor approved changes such as lateral relocation of the distribution box an&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(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was cons liance, with the terms of the 1\A approval Ietters (if applicable) ` A%%iFA�gs\, �3.�UAL U �a tit G) (Installer's Si ) s 1 m is r e -(DesigneP 9 Signature (Affix.Deslgn'er s Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. :CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED. UNTIL BOTH THIS. FORM: AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. . Q:N.Septic)besigw Certification Fong Rev 8-14-13.doc LEGEND ���gl� INF-0TE Cl. A v SEPTIC COMPONENTSUS EXISTING s DATUM ASSI 1000 GAL �A 0 EQ SEPTIC TANK ELEVATION OO P 72N. CID CESSPOOL C5AEI4E P IL PROPOSED SO IL O DISTRIBUTION BOX® ABSORPTION TEST PIT Q� SYSTEM 73 -SEE DETAIL 1. ON BACK EXISTING CESSPOOL 4- IS TO BE PUMPED. COLLAPSED & REMOVED. FIRE 4 VENT REMOVE ALL ASSOCIATED ® PIPE CONTAMINATED SOILS"B. PIT REPLACE WITH CLEAN MEDIUM SAND PER / 20 rn I5 m 10 ft TITLE 5. OAK NE 5 in 20 m 2 / OAK OAK 1 ; T *pLK OWED O ry 1 / _ 00F12 in OAK THIS 15 A kZ COLOR ' PLAN i O���w� USE COLOR PL PLAN ONLY VI1p� �Qp���� , ® FOR INSTALLATION FULL DETAIL 15 BEST VIEWED IN 04 V FULL COLOR P P. 73.72 1 G LOT 7 MT§L §T#CAS AREA = 10493 sf+- WATER LINE LAND COURT PLAN 30367-A WATER GATE O ASSR MAP 251 PCL 122 GAS LINE - EX/5T off OVERHEAD WIR : /NG COl"O pt, (T yPJ C/q 73 G •� MINIMAL GRADING • /1 �4ft PROPOSED • • Wie �/��e p////����EDGE OF PA VEMFNT -.INSTSTARTING WORKN DISPOSAL WORKS PERMIT BEFORE -ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 6 SEPTIC CODE (310 CMR 16). T -ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 3 APPLIANCES. AND PERIODIC PUMPING-INSTALLER MAY TANK.THE SEPTIC MOVE VENT PIPE A DIFFERENT LOCATION. PL/Q/'�Addu �+M S -TREE REMOVAL AT INSTALLERS DISCRETION. SCALE: I in = 20 ft VARIANCE REQUESTED 0 20 40. MAY BE GRANTED IMMEDIATELY BY HEALTH AGENT OR HEALTH INSPECTOR. 10 20 310 CMR 15.221(7) — COMPONENT PRINT ON 8—I/2 x I4 in DEPTH TO FINISH GRADE. 36 in PAPER FOR PROPER SCALE MAX REQUIRED — VARIANCE TO 54 in OF COVER REQUESTED. THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM DEPICTED ON IT.FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING PLACEMENT OF ADDITIONS.SHEDS.FENCES OR SWIMMING POOLS.OWNER NOT ROUTE 132 SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. SC°E �y�OF Moss `ta of;�S SEWAGE DISPOSAL _� AU909q DAVID 9CyG �P DAVID S9ryG J SYSTEM PLAN ® v D. s� o -TO SERVE EXISTING DWELLING LOCUS COUGHANOWR N u COUGHANOWR BENJAMIN & AMY yUA5 �A(,�� 1ET No.-1093 No. , IIi GUIBAL o �FG ERGO -1 ID = OWNERISJ OF RECORD m> sq s0j�tiaL A�°� ' �: b WEDUllUET AVENU CENTERVILLE. MA FALMOUTH RD T 1/L. 155 Geo Ryder Rd S PROPERTY ADDRESS ROUTE 28 Chatham. MA 02633 DovidcouUHotmaiLcom CENTERVILLE MA DATE: JANUARY 3, 2019 L O C US M A P 508 364-0894 PG.112 me• ETE-4358 I , uuu ` SOIL EVALUATOR: DARREN MEYER DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD WITNESSED BY: DON DESMARAIS. HEALTH DEPT. SEPTIC TANK: 440 GPD X 2.DAYS = 880 GALLONS NO GROUNDWATER ENCOUNTERED TEST PIT PERC AT 56,In - 2 MINIINCH IN C SOILS USE EXISTING 1000 GALLON SEPTIC TANK IF IN. ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL 07HER SOUND-STRUCTURAL CONDITION. IF NOT. INSTALL INCHES HORIZON TEXTURE (MUNSELL) MOTTLES -NEW 1500 GALLON SEPTIC TANK. 73.70 0. q LOAMY SAND 10 YR,3/1 NONE DISTRIBUTION BOX; INSTALL UNIT DEPICTED 70.37 8-40 B LOAMY SAND 10 YR 618 NONE SOIL ABSORBTION SYSTEM: 62.70 40-132 C MEDIUM SAND. 2.5 Y 6/4 NONE THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE NO GROUNDWATER ENCCt'�rUNTEREO SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES TEST PIT 2 2 MIGROUNIIICH IN C SOILS PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. THE.MODIFIED 'L' SHAPED LEACHING GALLERY OI USDA SOIL SOIL COLOR SOIL OTHER ELEVATION DEPTH S L INCHES xoNzoN TE%TURF IMUN SELL I MOTTLES DEPICTED BELOW CAN LEACH: 73.80 0-9 A LOAMY SAND 10 YR 311 NON& BOTTOM AREA = 417.9 sq. ft. 70.38 9-41 B LOAMY SAND 10 YR 6/8 NONE SIDEWALL AREA = 2x 88.66 = 185.3 s . ft. 41-132 C MEDIUM SAND 2.5 Y 6/4 NONE TOTAL AREA = 603.2 sq. ft. 62.80 FLOW CAPACITY = 0.74 x 603.2 = 4.46.3 gal/day INSTALL THE LEACHING GALLERY DEPICTED BELOW. p l� CC��aa22��5p ��aa I� FLOW CAPACITY = 446.3 gol/doy WHICH EXCEEDS 9000 GALLON SSE U§C TANK THE 440 gol/doy REQUIRED FOR A FOUR BEDROOM DESIGN. EXISTING.UNIT - DIMENSIONS .& DETAIL. TANK TO BE PUMPED DRY AT TIME OF INSTALLATION S O§L Qa S S O R F" N O N AND.EXAMINED FOR STRUCTURAL. INTEGRITY.INSTALL NEW PVC OUTLET TEE EQUIPPED WITH A' OAS BAFFLE: SYSTEM CONSTRUCTION DETAIL REPLACE WITH A NEW USE SHOREY PRECAST 500GALLON.LEACHING DRYWELL 1 !n 1500 GALLON TANK TAPER IF CRACKED. POTTED AREA = (12.83 x 29.83) -4.5 It OTHERWISE + (3.67 12.83) -7.34 = 417.9 sf COMPROMISED. PERIMETER = DRYWELL II II� E 29.83 2 9.8 3 ft UNIT o- D +16.50 p +8.83 oS. NOT +5.43TO - +14.00 co 01 1 SCALE +9.83 !STWANGUE 8ft_6 in A 14.00 fS; 9� INLET OUTLET 15 3 ft x 3 rt .THIS TRIANGLE jr COVER COVER AREA-4.5 sf 15 3.67 ft x 4 ft �` 8.8 3 f t AREA=Z34 sf IN DROP FLOW LINE i 500 GALLON DRYWELL FROM IO In ' t4 TO DIMENSIONS 6 DETAIL INSTALL ONE-INSPECTION BUILDING to T BOX RISER TO:WITHIN THREE INCHES OF FINAL GRADE t18 In GAS d INDICATE LOCATION ON AS-BUILT `L1OUID _ LEVEL BAFFLE p 136 6 in STONE BASE IFNEW q DOOO. USE SEPARATION BETWEEN INLET 8 OUTLET DO H-2o TEES NO LESS THAN LIQUID DEPTH �� RNiTs CROSS SECTION VIEW 102 in -� �a CROSS SECTION VIEW D§ST §BU U §O# �O� DB-3HH20Y 'FABRIC AN OVER STONE GEOTEXT/LE� DIMENSIONS PIPES EXITING:D-BOX TO RUN LEVEL \\1 AND.DETAIL FOR.2 FEET-BEFORE PITCHING DOWN - I I ■ ■ 28 314 In TO ■ 24 in ■ 314 In TO _ F-Y2 In GRAVEL ■ EFFECTIVE: 1-112 In GRAVEL I2 In in DEPTH ■ c_ MIN ,1 - FROM = 5 � 48 in 58 in 48 In j tV TANK d ^ S� 154 inALL --- O FREE O FIRONSNE S.. DUST BE �AND FINES WASHEDUBLE N PLACE .\� 6 In STONE BASE 21 CROSS SECTION VIEW F ( Oo Mln p G3 .O F L C TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 In SCH. 40 PVC EL = 73.Z2 +- 6 in OF FINAL GRADE AND TO PITCH AT 1/8 In/ft MIN y y Y .y y 73.75 4 y, MAX t d RATED ®®� EXISTING LITE H-20 UNITS 6975 EXISTING 1000 GALLON } PRECAST ;q r 69.37 �"x e DRYWELL SEPTIC TANK 68.88 EwsnNG REFER TO DETAIL BOX S ONE ���� A�aSORPTOON 69.05 BASE 68.75 6 s oNE A3i' l tiFx� SYSTEM -REFER TO io EXISTING 21 ft 11-13 ft DETAIL BOX N. E---� ESTIMATED SEASONAL BELOW 66.75 HIGH GROUNDWATER L�40.0 -PER GROUNDWATER ELEVTION-MAP SEWAGE DISPOSAL SYSTEM PLAN 36 WEOUQUET AVENUE CENTERVILLE, MA 1ANUARY 3. 2019 ETE-4358 PG 2l2