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HomeMy WebLinkAbout0106 GROVE STREET - Health 1.06 Grove Street." � , coiuit ; A `= 019 _ 029 l t No.� -kN - q 3v FEE Y Board of Health, MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) RepairK Upgrade( ) Abandon( ) -Xcomplete System 0 Individual Components Location � �� V Owner's Name `�`% IOU Address wa G DJC Lot# ` & 1 Telephone# Installer's Name C ;� Designer's Name Address - Met Address Telephone# _ ,n ) Telephone# Type of Building ��/-^,�g Lot Size oCs L y'q.8 sq.ft. Dwelling-No.of Bedrooms �b1� - C4 Garbage grinder (,J/P, Other-Type of Building No.of persons C-Showers*'�,Cafeteria Other Fixtures Design Flow (min.required) gpd Calculated design flow 44�6 Design flow provided 4 gpd Plan: Date Number of sheets l Revision Date Title sqr\ KC sqakm K Description of Soil(s) AZO 5p\cx1 - Soil Evaluator Form No. Name of Soil Evaluator SOW(a � Date of Evaluation �oC DESCRIPTION OF REPAIRS OR ALTERATIONS O(l r 6- The and igned agrees to install a above described Individual Sewage Dis osal System in ac � 2ce with the provisions of TITLE 5 and further age t n to place th in oper n until a Certificate ompli ce has beld� IE6�UPERVISE I STALLA ION AND CERTIFY IN WRITING Signed _- Date E SYSTEM WAS INSTALLED IN STRICT o (f ` �. R� u /�''�o ACCORDA"^E TO PLAN. Inspectio No.2Q(b2 - "J�o FEE COMMONWEALTH OF MASSACHUSETTS 31 Board of Health, C'J Cx n C-I +a N t MA. ' APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ),RepairK Upgrade( Abandon( XComplete System ❑Individual Components Location loc. r- � � ��� C V� Owner's Name Map/Parcel#Nl, T_ Address Lot# 11y A + 'y Telephone# Installer's Name S -C Designer's Name W Address `5 Address ;Telephone# t-k IRS_ Telephone# ,O C�(„ -V' pe of Building S Kkr(1 -\ Lot Size o� E �F�i sq.ft. Dwelling-No.of Bedrooms V7wp. C Garbage grinder (1 J/A Other-Type of Building R*C, �_1�1_('� C,, C;c'C%QQ No.of persons rQ Showers(/5,Cafeteria ( tK Other Fixtures ,C3yC� d . s0N(1 ,Ltil Design Flow (min.required) gpd Calculated design flow !474-0 Design flow provided�—gpd Plan: Date SS D Number of sheets Revision Date Title " ?M'Z>OSQ C\ S�P.M Ujr,-cc�g `t Description of Soil(s) --�O <er '\-0 C)C\-,CA <� r� /� -g i Soil Evaluator Form No. i d- Name of Soil Evaluator ( A-2MG� �F�`1' Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS � 1 /f "'to 1 �C{ la- yr ?r ,1f l/L The and signed agrees to install a above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a e t n to place th t in oper n until a Certificate ompli c`e has been issued by the Board of Health. -.. Signed / Date (J 6 / Inspectio No. 06 - d '1.®MMO V'V' OF MA '1.HUSETTS FEE Board of Health MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) Complete System The un signed hereby certip)th` t the Sewage Disposal System; Constructed ( ),Repaired X Upgraded ( ),Abandoned ( by: �� V O at 6 has been inst lled in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved.design plans/as-built plans relating to application No. 2002" 30 , dated 1.25- u Approved Design Flow (gpd) Installer / Designer: Inspector: v V. Date: (DJ' p The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. Oo�'! .�' FEE COMMONWEA H OF 1�ASSACHUSE.�('TS Board of Health, (/t MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT t Permission is hereby granted to; Constr t( ) Re air( ) Upgrade( ) Abandon( ) an individual sewage disposal system at W f as described in the application for f Disposal System Construction Permit No. 204-2- y3 U, datedlknld Provided: Construction shall be completed within three years of the date of this permit. All local c n 'tionspmust be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date t Board of Health- el F: TOWN OF BARNSTABLE �C \' , "ATION lD��. ��o(�cS�6" SEWAGE #„P —— �J .:.: +GE (UTV ( ASSESSOR'S MAP & LOT-0 I q021 INSTALLER'S NAME&PHONE NO.!'- � �✓� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) � ���r�tlSt.rs (size) NO. OF BEDROOMS BUILDER OR OWNER W �� ���d PERMITDATE:_ Z 0 COMPLIANCE DATE: o 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 �!0 N� � o If J a TOWN OF BARNSTABLE 4;C�fATION , ��l a vP S7 SEWAGE # f VILLAGE ro?r c, / T ASSESSOR'S MAP & LOT 1,9 7,' INSTALLER'S NAME&PHONE NO. �v SEPTIC TANK CAPACITY �'X h LEACHING FACILITY: (type) (size) NO.OF BEDROOMS 3 11 BUILDER OR OWNER JaZ I -4W /1-,, PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 I� Ott 4. P TOWN OF BARNSTABLE LOCATION VILLAGE SEWAGE # _(-L�(D Tva INSTALLER'S NAME&PHONE NO. ASSESSOR'S MAP& LOT —Q SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (.G NO.OF BEDROOMS A (size) I BUILDER OR OWNER t PERMTTDATE: Z 0 COMPLIANCE DATE: 0 z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching facilityFeet on site or within 200 feet of leaching facility any wells exist Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by Feet g -5 ��- i a lb CAl-V i CARMEN E. SHAY (508)-548-0796 ENVIRONMENTAL SERVICES,INC. P.O.Box 627,East Falmouth,MA 02536 October 1, 2002 RE: Certification of Title V Septic System Installation: Residential Property— 106 Grove Street, Cotuit,MA Dear Sir or Madam: On September 26, 2002, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 106 Grove Street, Cotuit, MA, based on a design drawn by Shay Environmental Services, Inc, dated, September 20, 2002. XX I Certify That The Septic System Referenced Was Installed Substantially According to the Plan I Certify That the Referenced Above Septic System Was Installed With Changes but in Accordance With State and Local Regulations, Revisions or As-Built Plans/Sketch will Follow. The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is Required. If you have any questions, please do not hesitate to call the undersigned at (508)-548-0796. Sincerely, CARMEN E. SHAY ENVIRONMENTAL SERVICES,INC. � �j,tA OF MASSq o� CARMEN cy� �,n E. a SHAY I 1181 Carmen E. Shay, R.S., C.S. President sgNl rAR�N FORM 11 - SOIL EVALUATOR FORN Page 1 of No.: Date: 9/17/02 COMMONWEALTH OF MASSACHUSETTS Barnstable , Massachusetts Performed By: Carmen E. Shay Date: 9/17/02 Witnessed By: Waiver Location Address or#106 Grove Street Owners Name: Mr. William Keto Cotuit, MA Address and #106 Grove Street, Cotuit,MA Lot # (Map— 19,Parcel 29) Telephone Number: New Construction : X Repair : OFFICE REVIEW: Published Soil Survey Available: No ❑ Yes ❑ Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geologic Report Available: No❑ Yes❑ Year Published: Publication Scale: Geologic Material: (Map Unit): Landform: Glacial Outwash Flood Insurance Rate Map: Above 500 Year Flood Boundary: No ❑ Yes ❑ Within 500 Year Flood Boundary: No F 7x Yes ❑ Within 100 Year Flood Boundary: No 7 Yes ❑ Wetland Area: None National Wetland Inventory Map (map Unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions (USGS): Month Range: Above Normal El Normal D Below Normal ❑ Other References Reviewed: USGS Topographic Map DEP APPROVED FORM 12/7/95 FORM' 11 — SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No.: #106 Grove Street, Cotuit MA On -Site Review Deep Hole Number: #1 Date: 9/17102 Time: 10:00 AM Weather:_ Sunny, Cool Location (identify on site plan): Refer to Sketch Landform: Outwash Plane Position on Landscape (sketch on back): Refer to Sketch Distances From: Open Water Body N/A feet Drainage Way N/A feet Possible Wet Area N/A feet Property Line 25' feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG Depth From Soil Soil Soil Soil Other Surface Horizon Texture Color Mottling Structure, Stones, (inches) (USDA) (Munsel) Boulders, Consistency, % Gravel 0" — 12" AB Loamy 10 YR.3/2 None <5% Gravel, Friable Sand Friable 12" — 28" BW Loamy 10 Y/R None <5% Gravel, Friable Sand 5/6 Friable 36" — 168" C' Medium 2.5 Y 7/4 None Medium Sand, 10% Sand gravel, Loose Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered Depth to Groundwater: Standing Water in the.Hole: None Weeping From Face: None Estimated Seasonal High Water Table 168" Assumed — No groundwater Observed DEP APPROVED FORM 12/7/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: #106 Grove Street, Cotuit MA Determination of Seasonal High Water Table Method Used: ❑ Depth observed standing in Observation Hole: N/A inches ❑ Depth weeping from side of Observation Hole: 168 inches (assumed) ❑ Depth to Soil Mottles: None inches ❑ Groundwater Adjustment: None feet Index Well Number: Reading Date: Index Well.Level: Adjustment Factor: Adjusted Groundwater Level: N/A DEPTH OF NATURALLY OCCURING PERVIOUS MATERIAL: Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system: Yes CERTIFICATION: I Certify That on September 17, 2000, (date), I have passed the soil evaluators examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature: Date: FORM 12 - PERCOLATION TEST Location Address or Lot No.: #106 Grove Street COMMONWEALTH OF MASSACHUSETTS Cotuit , Massachusetts Percolation Test Date: 9/17/02 Time: 10:30 AM Observation Hole Depth of Perc 30" — 48" Start Pre-soak 10:28 AM End Pre-soak 10:38 AM Time at 12" Would Not Hold 24 Gallon Presoak Time at 9 Time at 6" Time (9-6") Rate Min./inch < 2MP1 * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Performed By: Carmen E. Shay Witnessed By: Waiver Comments: Would Not Hold 24 Gallon Presoak - <2 MPI Site Passed X Site Failed DEP APPROVED FORM 12/7/95 f f Z Sep-20-01 1. . 52 BARNSTABLE HEALTH DEPT 5087906304 P .02 • sizs�ot r (NOTICE: This Form Is To Be Used For the Repair Of Failed . Septic Systems Only. P Y . Y PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM herebycertify t t y (hat the engineered pian signed by me dated q Q�, concerning the property located at meets all of the following critena� • This failed :system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is ciassif!ed as.CLASS I and the percolation rate is less than or equal to 5 rTunutes per inch. The applicant may use historical data to conclude this fact, or may conduct preliminary tests at the site without a health agent present. • There is no Increase in flow and/or change in use proposed • There are no vanances requested or needed. • The bottom of the proposed leaching facility will not be located less than Fourteen .(14) feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater cable using the Frimptor method when applicable) Please complete the following: ,a.) Top of Ground .Surface Elevation (using GIS information) O�S 8) G.W. Elevation + adjustment for .nigh G.W,.A. DIFFERENCE BETWEEN �\ and B 0 .3' Si(u',rED : DATE: 0 (-------- NOTICE Based upon the above information, a repair permtJ( will be issued for .bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. cr u:tic:llh fc1acr perccxmp I IPermit Number: Date: Completed by: I HIGH GROUNDWATER LEVEL COMPUTATION I i 1 w �A Site Location: IOIQ GcpV2 C['� 11 a`kVs�} t14 Lot No. i i Owner: OwN ICQ Address: c�RMF, Contractor: 5;1*CW Address:_ ZOX L � L ,_btl�M.rj�A Notes: I I STEP 1 Measure depth to water table I tonearest 1/10 h. .............................................................................. Date. moot /d#Y/Y ar I STEP 2 Using Water Level Range Zone and Index Well Map locate site and determine: OAppropriate index well.................................................... s9 © Water level range zone..................................................... i STEP 3 Using monthly report "Current t Water Resources Conditions" I determine current depth to water level for index well ........................... monthVytar I. STEP 4 Using Table of Water level Adjustments i for index well (STEP 2A),current depth to water level for index well (STEP 3), and water level zone (STEP 2B) determine water-level adjustment ......................................................................................... 1 STEP 5 Estimate depth to high water by subtracting the water• level adjustment (STEP 4) j from measured depth to water levelat site (STEP 1) ............................................................................................................. 1 ►► I j I j I a Cape Cod Commission. USGS Well Data - August 2002 Page 1 of 2 United States Geological Survey Observation Wells As a service to Cape officials, engineers and other interested parties, the Cape Cod Commission publishes monthly groundwater data gathered by its Water Resources Office. The water level measurements shown below are taken monthly from United States Geological Survey (USGS) observation wells and compiled during the last week of each month. They are published as soon as possible thereafter. Listed below are nine out of the 61 wells measured across Cape Cod by the Commission's Water Resources Office. These nine are employed as index wells to be used with Technical Bulletin 92-001 to predict high groundwater levels. For your convenience, we've also provided links to USGS national and state data. See the last column in the table and the footnotes below. For further information, please contact Hy_drologist_Gabrielle Belfi_t at the Commission offices (508-362- 3828). August 2002 I.SGS Site Water Record Record Departure from Number-'•°••° Location Well No. Level* High* Low* Average** (links to I. S(-;5 Monthly Overall national water-level database) Barnstable 230 26.3*** 20.5 26.6 -2.3 -2.6 4139560701_.64M1_ Barnstable A,4W 27.0 20.5 28.6 -2.4 -2.5 414154070165001 Brewster BMW 21 13.3*** 6.9 13.3 -3.2 -3.1 414518070020301 Chatham CGW138 25.6 20.9 26.6 -1.5 -1.6 414100070011101 Maslipee MIW 29 9.8*** 5.6 10.0 -0.9 -1.3 [13525Q7021190� Sandwich ZISZ 48.1 45.9 48.2 -0.3 -0.6 414418070241601 Sandwich SD 54.6*** 45.8 55.1 -4.6 -4.5 4141.2407026.590.1 Truro TSW 89 12.6 10.2 13.0 -0.3 -0.6 420206070045901. Well fleet etWNW 12.1*** 7.3 12.8 415353069585401 http://www.capecodcommission.org/wells.htm 9/18/2002 y- V = 2000' +/- VENT PIPE a Least 24 Inches tau) SECTION A —A ALL OUTLET PIE&FNM TN[ Z 10' min. from Schedule PVC yr/Chorcod Odor Filter _ Existing Foundation house to septic took "NOTE. ALL PIPES ARE TO BE 4• SCHEDULE 40 P.V.C. PROFILE VIEW OF LEACHING SYSTEM SET OPS�tELpFOR AT ASSTE2 FT i2- CONMTE COVER � a 9 .thin ;°n ofvlmishe0tgr de Not to Scale +. ...:.�.•, 'P CroOe over Septic Tank - 99 00 G.oOe over D-8ox - 46-50 over SAS - ELEV- 98 50 i 13c OcXOUTS�T 2 IS 5, OUTLET I t2" INLET S 0.02 J MOLE M-,0 /I' b I I/! ' IrMd p-trAed lfo.v r / 6. SCYIOOt St g t? NEW 5-010 DIST Bpx 3' ►a.mywn Coves _ 2 �t 7 fRp W PIPE ETIaf O 1,500 GAL- - 0.010• loot) , MESS 4 - SCH 40 T` I75' SEPTIC TANK 50 8 --� PLAN SECTION CROSS—SECTION ;4' H-10 z' En«Ewe DepthCONCRETE rULL rouNDA �� N Oi 24" Effective O o f stdew"tt E (t SYSTEM PROFILE 6 not 3/4'-1 1/2' n 737 Q units t 6.25' = 31.i?5 3 HOLE H-10 DISTRIBUTION BOXcompacted :lone u d o , 3125' 3.5' NOT TO SCALEI (�I '��^^Not to Scok n LOCUS U S M A P > > Effective Width _ > 38' c _u 6 cool 3/4_-1 1/2• N Effective Length compacted stone Battm+i C11est-�L L Elez mm S9 SOIL ABSORPTION SYSTEM (SAS) GENERAL NINES INFILTRATDR MODEL 3050 (H-20 LOADING)/ SUMNER & DUNBAR 1 Contractor is responsible for Digsofe notification (OR EQUIVALENT) and protection of all underground utilities and pipes 2. The septic tank and distribution box shall be set NOTE. OVERALL HEIGHT OF INFILTRATOR IS 30` /EFFECTIVE HEIGHT IS 24" level on 6" Of 3/4"-1 1/2" stone. 3 Backfill should be clean sand or grovel with no NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE aJ co rl stones over 3" in size. TYPICAL 1500 GALLON SEPTIC TANK j� C „ /� 4 This system is subject to inspection during installation FROM THE EXISTING LEACH PIT TO BE DISPOSED N 50d 00 20 E FIF0 __ _ by Carmen E. Shay - Environmental Services. Inc. NOT TO SCALE ' 6394 5. The contractor shall install this system in accordance . OF AS PER BOARD OF HEALTH SPECIFICATIONS. with Title V of the Massachusetts state code, the approved plan W and Local Regulations. 3-24' DIAM ACCESS MANHOLES j' -9C 6. If, during installation the contractor encounters any IO -s EXISTING LEACH PIT TO BE PUMPED DRY & soil conditions or site conditions that ore different b from those shown on the soil log or in our design REMOVED TO FACILITATE INSTALLATION OF NEW SAS i ' installation must host & immediate notification be mode to Carmen E Shay - Environmental Services, Inc. r ' / 05 7. No vehicle or heavy machinery shall drive over the INLET _ septic system unless noted as H-20 septic components. INLET _ ✓ OUIRET CID 1 8. Install Tuf-Tate gos baffles or equals on all outlet tee ends THE ACCESS COVERS FOR THE SEPTIC TANK, Ej� 1 I j DISTRIBUTION BOX AND LEACHING COMPONENT 9 fij / 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. SHALL BE RAISED TO WITHIN 6` OF _ — / I I 10. All solid piping, tees do fittings shall be 4" diameter s FINISHED GRADE Schedule 40 NSF PVC pipes with water tight joints STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS < PLAN VIEW ON ALL OUTLET TEE ENDS 50 W I 11. Municipal Water is Connected to The Residence and Abutting / S 41 d 08 _-FL__�7 8.05' I I Properties Within 150 Feet. _ J I 3-24• REMOVABLE COVERS FO NOTE: THE PROPERTY LINES ARE APPROXIMATE AND 4 / LOTS # 142A & 142AA I COMPILED FROM THE SURVEY PLAN GENERATED BY • .3• In deorence / a- mn '3• - CHARLES SAVARY OF HYANNIS, MA INLET M.+ to outlet e- ,. ie eaE - I Lewd levetL..I OUTLET 25,498 S.F. +/- I I ENTITLED PLAN OF LAND IN COTUIT, MA" s' -r - L s _, �— — — — — _ I I p (JULY 1965) AND IS NOT INTENDED TO BE A SURVEY p PLOT PLAN. IT SHOULD BE USED FOR NO PURPOSE OTHER THAN E f 4'-0' to �� — — I N LOT # 142BB THE SEPTIC SYSTEM INSTALLATION. 1 J CROSS SECTION END-SECTION ' - - — - - — - - LEGEND PERCOLATION TEST ; 104X1 DENOTES PROPOSED � SPOT GRADE Date of Percolation Test: SEPT 16. 2002 , \ / DENOTES EXISTING Test Performed By CARMEN E. SHAY, R.S., C.S.E. Failed x 104.46 SPOT GRADE Results Witnessed By. WAIVER ( for Barnstable B.O.H ) I _ Cesspool #106 DECK - Excavator: Shay Environmental Services, INC Cn ___/1 PL PROPERTY LINE Percolation Rate: Less Than 2 min /inch I M _ { w TDF= ELEV. 100 - 9� PROPOSED CONTOUR PROJECT BENCH MARK Test t Hole No. i TOP OF FOUNDATION — — — — — — — — _ 98 97— — 97 EXISTING CONTOUR ELEV. = 100 (assumed) o DEPTH _ SOUS ELEV 1 EXISTING 4 r / Q Loon Y 13 5'98 ICL BEDROOM DEEP TEST HOLE & Sand { / HBUcE PERCOLATION TEST LOCATION 10rR3/2 A, 97 50 I tt Saner I o a 0 6 FOOT STOCKADE FENCE EXISTING 10 ra 6/4 GARAGE 12`-28' B. 19625 LL — Med — sons I Cl� 3 7 25r7,4 - ICn P LOT P LAN 28'-168 C• 8450 I j W f VENT PIPE OF PROPOSED SEPTIC SYSTEM UPGRADE Perc #1 � `L • • •~ • • m i / PREPARED FOR Depth to Perc 30" to 48" TEST HOLE #1 D % I� !� Perc Rate=<2 min /inch ( O ELEV.= 98.50 D -+ W I L L I A M N . K ET V Groundwater Not Observed No Observed ESHWT CIL10.25' I AT ADJUSTED H2O Elev. = None ( 147.89' # 106 GROVE STREET I N 502d oo'� 20'� E � COTU IT, MA CO a Design Calculations `FND D." GROVE .S TR.E'E' T Cg D. • Number of Bedrooms 4 Equivalent to 440 Gol./Day (440 Gal,/Day Min. per, Title V) ZN-/ OFM,q PREPARED BY: Garbage Grinder: No Leach (40 FOOT RIGHT OF WAY)`� FND Ssac d+ti� i Leaching Capacity Proposed 330 Gal /Day Minimum (Min Per Title V) N J, CARNEY E. SHE Y Septic Tank : - 2 x 440 Gal /Day - 880 USE 1,500 GAL Septic Tank. — SOIL ABSORPTION AREA: Using percolation rote of <2 min./inch ENVIRONMENTAL SERVICES, INC. Bottom Area. 0.74 gal/sq. ft. x 418sq. ft. = 309.32 gallons NOTE WATER LINE TO BE RELOCATED �/ j Sidewoll Area: 0 74 got./sq. ft x 196 sq. ft. = 145.04 gallons 0 20 40 50 lei 34 THATCHERS LANE Providing: = 454.36 gallons OR DOUBLE SLEEVED TO COMPLY WITH TITLE V, �G13SE�� EAST FALMOUTH, MA 02536 S4klTA���'� TEL/FAX 508—548-0796 Use- (5) HIGH CAPACITY INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, (S W x 6 25' L) TO BE USED WITH 3' OF WASHED STONE ON THE SIDES AND THERE ARE NO WETLANDS LOCATED WITHIN A 200' RADIUS SCALE: 1 "=20' DRAWN BY. CES DATE: SEPT. 17, 2002 3.75' OF WASHED STONE ON THE ENDS of THE PROPERTY SCALE: 1 "=20' PROJECT#SD343 FILENAME: SD343PP.DWG SHEET 1 OF 1