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Home My WebLink About0025 WEST VIEW LANE - Health 25 WE �,sst Vie ' Lan " Centerviile A = 248 033 Omrford, NO. 1521 /3 ORA ;:•• 10% J F V r ®� I 1`• f. + No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS Yes Z(pp ication for Migpozal *pgtein Con6truction Permit I � Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) 'MComplete System ❑Individual Components Location Address or Lot No. W e- / C W a,, Q Owner's Name,Address and Tel.No. Assessor's Map/Parcel p �— PM'— 33 CM`1mvd1, Inst;ller:si��%dd�andal%�ro � Designer's Name,Address and Tel.No. L'o Type of Building: Dwelling No.of Bedrooms Lot Size W sq.ft. Garbage Grinder( ) Other Type of Building Q t 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. -- Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Bogrd of Health ` Signed '� /v Date O Application Approved by Date Application Disapproved for the following reaso �q �I-------=—Permit No. �-------------_-- _ Date Issued — — !J r �`NO. � D �•--�. Fee. 10(9 ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes ZIpprication for Oi000ar *pWm Con5tructiot,30ermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) 'KComplete System ❑Individual Components Location Address or Lot No. w QS+—U 1 W 4-_2. Owner's Name,Address and Tel.No. �( r--- Assessor's Map/Parcel �. O eT p33 Cv I TM V q h �St hs ram% Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 1.33 sq.ft. Garbage Grinder( ) Other Type of Building I i 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. Description of Soil 1 Nature of Repairs or Alterations(Answer when applicable) 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 Board of Health. Signed Date /3 Application Approved b �� Date PP PP Y � ,� v Application Disapproved for the following reaso Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (Repaired( )Upgraded( ) Abandoned( )by 1 1 r 4on at 2-5 A)P. 4 v ' e 0 V has een constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated Installer I Designer Vk- The issuance of the pert shall not be construed as a guarantee that the system rllrfu c i .I a de a°d. Date 1 a/ U 3 Inspector ---------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Di!5po.5a1 *pztem Construction Vermit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) r System located at 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:C71c110 struction must be completed within three years of the date of th erm't. Date:_, to 3 Approved by TOWN OF BARNSTABLE LOCATION ,.1,f WEST DVIEk-) g— SEWAGE #' f VILLAGE��iE��" ,VI ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY r LEACHING FACILITY: (type) t,V-10"Z-A044� (size) I NO.OF BEDROOMS i j BUILDER OR OWNTR ' PERMITDATE: COMPLIANCE DATE: (D I I q b 3 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 j Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I V L- /464 13 I TOWN OF BARNSTABLE LOCATION '� � WE 5T 21-'� MA `� SEWAGE # VILLAGE ceNE/i(- V ASSESSOR'S MAP & LOT 2 -O3? INSTALLER'S NAME&PHONE NO. 1&1- A� Z Z2 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) /Ul��li�- � (size) NO.OF BEDROOMS_ , BUILDER OR 0 N R PERMITDATE: 3 03 COMPLIANCE DATE: 0 q b 3 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 h 'L r y i ` FORM 11 - SOIL EVALUATOR FORN 1� *K4I 9 Page 1 o,f No.: ��1� _ Date: 2/20/03 COMMONWEALTH OF MASSACHUSETTS Barnstable , Massachusetts Performed By: Carmen E. Shay Date: 2/20/03 Witnessed By: Sam White Location Address or#25 West View Lane Owners Name: Phyllis Johnson Centerville,MA Address and #5915 Canann Glenn CT SW Lot 4 Map 248, Parcel 033 Telephone Number: Atlanta,GA 30331 New Construction : Repair : X 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 a Within 500 Year Flood Boundary: No ❑ Yes ❑ Within 100 Year Flood Boundary: No a 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 ❑ Normal 1 7X 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.: #25 West View Lane, Centerville, MA On -Site Review Deep Hole Number: #1 Date: 2/20/03 Time: 11:00 AAA 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" - 5" A P Sandy 10 YR None <5% Gravel, Friable Loam 3/2 Friable 5" - 36" Bw Loamy 10 YR 5/6 None <5% Gravel, Friable Sand Friable 36" - 81" C' Med. - 2.5 Y 5/6 None Medium Sand, 15% Coarse gravel, Loose Sand 81" - 132" C2 Med. - 2.5Y 7/4 None Medium Sand, <5% Coarse gravel, Loose Sand Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: None Qated Seasonal High Water Table 132" Assumed - No groundwater Observed DEP APPROVED FORM 12/7/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No.: #25 West View Lane, Centerville, MA On -Site Review Deep Hole Number: #2 Date: 2/20/03 Time: 11:00 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" - 5" A P Sandy 10 YR None <5% Gravel, Friable Loam 3/2 Friable 5" - 36" BW Loamy 10 YR 5/6 None <5% Gravel, Friable Sand Friable 36" - 81" C' Med. - 2.5 Y 5/6 None Medium Sand, 15% Coarse gravel, Loose Sand 81" - 132" C2 Med. - 2.5Y 7/4 None Medium Sand, <5% Coarse gravel, Loose Sand Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: None F firnated Seasonal High Water Table 132" Assumed - No groundwater Observed DEP APPROVED FORM 12/7/95 r FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: #25 West View Lane, Centerville, MA Determination of Seasonal High Water Table Method Used: ❑ Depth observed standing in Observation Hole: NIA inches ❑ Depth weeping from side of Observation Hole: 132 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: 02 FORM 12 - PERCOLATION TEST Location Address or Lot No.: #25 West View Lane COMMONWEALTH OF MASSACHUSETTS Centerville , Massachusetts Percolation Test Date: 2/20/03 Time: 11 :30 AM Observation Hole #: #1 Depth of Perc 48" — 66" Start Pre-soak End Pre-soak Time at 12" Time at 9 Time at 6" Time (9-6") Rate Min./inch <2MPl * 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 FORM 12 - PERCOLATION TEST Location Address or Lot No.: #25 West View Lane COMMONWEALTH OF MASSACHUSETTS Centerville , Massachusetts Percolation Test Date: 2/20/03 Time: 11 :30 AM Observation Hole #: ##2 Depth of Perc 48" — 66" Start Pre-soak End Pre-soak Time at 12" Time at 9 Time at 6" Time (9-6") Rate Min./inch <2MPl 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 25 YR.ASPIIAULT ROOF SI WI III E CEDAR SIUEWAL 36'-0" WEST ELEVATION F BTU EM M-- P-8" f 3'-0" ► SOUTH ELEVATION -0- � 28'-0" 14'-0" ► 42'-0" ► 13'-0" F120 C7 O O OF 15 ;lu N 1 00 0 T O O � v z a r rn P lo w R p i ZY A" m i r ' r O O � I \ t ��corms FOUNDATION PLAN � m bulk head beam pockets LJ I ' ❑ . � - - ❑ ❑ m Z>O f 7- i i ASPHAULT ROOF SHINGLE 1/2 CDX PLY SHEETH R 30 INSULATION W/ VENTING 2 X 10 RAFTERS 1/2 CDX WALL SHEETH FRAME SPECS CEDER SIDE SHINGLES R 13 INSULATION 2 X 10 FLOOR JOI C N .-1 2 X 10 FLOOR . IV A" 28'-0" rr I\� C LU-1 4'-e" NORTH ELEVATION f- 4'-0" FFFI EF-l-- P-0- ELI] EI-11 uj-1 36'-0" EAST ELEVATION PERCOLATION TEST SECTION A -A 3-24•DIAM. ACCESS MAL4HWS PINE STREET IV min. from Date of Percolation Test: FEBRUARY 20, 2003 NEW Foundation house to septic tank "NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. PROFILE VIEW OF ADDITION TO LEACHING SYSTEM 'a' -5" NI Test Performed By. CARMEN E. SHAY, R.S., C.S.E. TOF ELEV. 50.50 K in GOveft 1"it1 01 3' or ,/e' - i/2" + r+ed Pepstone " •'_ �. :y - ry',: Results: Witnessed Sy: SAM WHITE (FOR BARNSTABLE BOH � MtNn 6 in of rM�ahed grace NGrow over septic Tank - 40.00 Grow over D-Box - 49.00 3/4" to 1 1/2 Woshed crushed stone 1 ) ---arade over SAS - 49.00 Excavator: Shay Environmental Services, Inc. f <'1 (;` m Percolation Rate: Less Than 2 min./Inch r z S � 0.02 3 HOLE N-20 Intt.ET GIST. Box 3• Maximum Cover T of SAS - Elev. .46.50 INLET W T <7 Z in IV NEW S.0-01 oP NEV PIPE N 1500 GAL. THE ACCESS COVERS FOR THE SEPTIC TANK, h S ,ry 23• S. 0-010' per foot a DISTRIBUTION BOX AND LEACHING COMPONENT w �� Test Hole rRO4 EXIST. FaU1•iDAT1O4 v SEPTIC TANK r` 2' Effective Depth O a 4 NO. 1 N v H-10 r'> t "_ r.. View L sz Oy a..a.. o - M ^- 4 .-..,..,� ,r..-- :,. = SHALL!DEGRAI MADE. TO WITHIN 6' OF est v.e on o T 1.•.. •t•:.R�.; �..:�. •. CONCRETE FULL. FOUNDAT o N N in $ STEEL REINFORCED PRECAST CONCRETE INSTAU TUF-TITS GAS BAFFLES OR EOUALS LOCUS M A P DEPTH SOILS ELEV. ro ti > U d p 1 I N AL OUTLET T O t OU LE TEE END S d N v 7 i = Cie o a9.00 trots e 6 a2 PLAN VIEW SITE SYSTEM PROFILE s 1A.oi 3/4•-, ,/r m N 1 = Z000' 1' 1' STCUYE UNDER CHAMBERS 3-24• REMOVABLE COVERS Loamy � compoetad scone ; >y � 2.5' 2.5' Sand Not to Scale c v N • N 4 2 GENERAL NOTES 10 'M /2 > T �`- '`'� 3 3 > 9 v 3' Cam' _"'1 � 7• - m Effective Length �' 4" - 0"-5" A a8.60 > g '� _3"min•dearooce ' 1. Contractor is responsible 6 in.ol 3/4"-, i/2" Effective Width INLET T- 2• mx, let to outlet it T' ponsible for Digsafe notification B' mm. j}- compocted stone -10, --- �- _ -• 6'ma ,r and protection of ail underground Loamy o$ SOIL ABSORPTION SYSTEM (SAS) - - OUTLET -Tur- p g ound utilities and pipes. INLEL'pu d kveI J@9ttam_>?!_Iatt.l+n��]_Et �E1,99 _ � mn.T� ,,.,,�, ,_: 2. The septic tank and distribution box shall be set 10 Sand - --- CULTEC MODEL 125 tH-20 LOADING)/ SHDREY PRECASTS s' -�' ?. --- t 5• -7• level on 6" of 3/4"-1 1/2" stone. s� 3. Backfill should be clean sand or grovel with no 5-- 36 B. 46.00 (OR EQUIVALENT) E ` y 4'-0' min Modtl NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 12" 10 NOTE: liquid depth stones over 3" in size. 4. This system Is subject to inspection during installation Z.S r a/e •' + by Carmen E. Shay - Environmental Services, Inc. 36. L 77� ` "' '' ;• "..'i 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved pion �� CROSS SECTION END-SECTION and Local Regulations, 2.5 Y 7/4 6. If, during installation the contractor encounters any 1"- 144" C, 37.00 soil conditions or site conditions that are different TYPICAL 1500 GALLON SEATIC TANK from those shown on the soil log or in our design - installation must halt & immediate notification be NOT TO SCALE made to Carmen E. Shay - Environmental Services, Inc. FOUNDATION Q' -SEPTIC TANK -+• ,23'--.• D-BOX LEACHING FACILITY (H- 1 0 LOADING) 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. 8. Install Tuf-Tite gas baffles or equals on oil outlet tee ends. Pere #1 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Depth to Pere. 36" to 54" 10. All solid piping, tees & fittings shall be 4" diameter Pere Rate>s<z min./inch ROAD CONSTRUCTION NOTES: IRON PIPE Groundwater Not Observed � FND Schedule 40 NSF PVC pipes with water tight joints. No Observed ESHWT EXISTING ROAD TO BE WIDENED TO 14 FEET � \ 11 SITE and Surrounding Properties are ADJUSTED H2O Elev. = None \ ALL CONNECTED to Municipal Water. FROM BEGINNING OF STRAWBERRY HILL ROAD - --_\ TO THE SUBJECT SITE - (APPROX. 300 FEET EXISTING ROAD TO BE GRADED UNIFORMLY WITH A 2 PERCENT ' \ \ , NOTE: SLOPE FROM THE CENTER LINE TO EACH RESPECTIVE SIDE FOR co \ THE PROPERTY LINES ARE APPROXIMATE AND \ COMPILED FROM THE DEED DESCRIPTION AND Test Hole DRAINAGE RUNOFF. I \ \� AVAILALE\ BARNSBABLE REGISTRY OF TN DEEDS BOOK 11 183 PAGE 182 �• , \ NO. 2 `� i \ 'N \ AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN DEPTH I SOILS ELEV. IF NOT PRESET, 6" COMPACTED DENSE-GRADE MATERIAL (10 -6 ) ; E , , ; \ `� \ IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 0 49-20 MUST BE PLACED FOR TOTAL LENGTH AND WIDTH OF ROAD ,� 3Q f7 t` \ �� \ c,� THE SEPTIC SYSTEM AND PERMIT FOR PROPOSED HOUSE CONSTRUCTION. Loamy TO PROVIDE STABLE DRIVING SURFACE FOR BOTH COMMON TRAFFICSan W YR 3/2 AND EMERGENCY VEHICLE ACCESS. T4 O.-S. A 48.80 / I ,' tta• 'Y. \ `\ \ Loamy NO EXISTING MONUMENTATION INCLUDING CORNER BOUNDS, IRON PIPE MARKERS .p ,' I ; NEW 1500 gal. o, Sand WOODEN STAKES, STONE MARKERS, ETC. TO BE REMOVED DURING W c , t Septic Tank \ t� \ ' 10 TR s/e90.S67 EXISTING ROAD TO BE WIDENED TO 14 FEET ROAD WIDENING ACTIVITIES. 00 ' $"- 36" Be 46-20 W i 'I 4 ' =,1 'y;x 7' \ ; \ FROM BEGINNING OF STRAWBERRY HILL ROAD AND 0 I � \ \ TO THE SUBJECT SITE - (APPROX. 300 FEET36' +/-) TEST HOLE #2 a \ n - 1- G 42.4t7 Mod San d I ELEV.= 49.00 ` 40 \ 2-5 Y 1/4 ZV 1 ' 1 i t ' !' • A i t 144' C, 37,20 ASSESSORS MAP - 248 LOT - 033 #2& PROPOSED ZONING - RESIDENTIAL a+ I I I 1 I i I i rr r FOUNDATION i 5 i \ \ d FLOOD ZONE C It TOF - EIEY 50.50 • O ' I, I I ' I I , � � ! r We&eT. � \ \ Cra THERE ARE NO WETLANDS LOCATED WITHIN A 200' RADIUS AINT FLR 43.0 Pere #1 + ` a ; I i , ' 1 t rr F. FLR 5I.50 - Rom' \ \ .Q OF THE SITED SEPTIC SYSTEM. - I _._ t?ep to Pere: 0 - _ - __ - - ___._ . _ _ _ __- -•r --�- ---�--.- r--� .. _ ..,�:,. _•-_ 1 Pere Rote-<2 min./inch Groundwater Not Observed ! I I , I I , , r ! r O I I � + I I r r \ No Observed ESHW ADJUSTED H2O Elev. None I I r! r I I i PROPOSED O 55 p �••� \\ FUTURE \ M GARAGE \ 7� l \ RO DN PIPE ALL OUTLET PIPES fROM THE I !' , I I I I I , ! , �� \ \\ LEGEND DISTROUTWN DOX SMALL 1T. I ! ! I I I I i SET LEVEL FOR AT LEAST 2 FT CONCRETE COVER ' TEST HOLE 1 \ %1 58.26 \ O \ ,• - s'OUTLET +..•. �,• I r r r i I I I i I , I ! r , / ELEV,= 49,20 3- y fr •., fwOCICOUTs 1ys' s " I E \ �' L7 \\ 8X0 DENOTES PROPOSED O SPOT GRADEtt" OUT OULT LAO t 3R�� ^'� \ fs.s' \\ lin \ x 104.46 DENOTES EXISTING R \ SPOT GRADE a' _ 5Cii. 40 T ,.�5• � I , , r I I I ! ' I r I r I r � � \ PLAN SECTION CROSS-SECTION z I I i i! ' ' i ' i i r' i i i \ PL PROPERTY LINE S HOLE DISTRIBUTION BOX PROPOSED CONTOUR NOT To SCALE o ' I rr r, 1 I t E ' 1 ' r I i i ' ,` t r r 3Q 441 97- - - - - -97 EXISTING CONTOUR a0 w 6 d Design Calculations DEEP' TEST HOLE & PERCOLATION TEST LOCATION 469,19 Number of Bedrooms: 4 PROPOSED to 440 Gal./Day (440 Gal./Doy Min. per Title V) Garbage Grinder: No FENCE Leaching Capacity Proposed: 440 Gal /Day Minimum (Min. Per Title V) Septic Tank - 3 x 440 Gal./Day = 880 USE 1,500 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rote of <2 min./inch PRIVATE DRINKING WATER WELL Bottom Area: 0.74 gal/sq ft x 376 sq ft = 278.24ollons Y-- g x 220 sq. ft. = 162.80 gollons REVISIONS Sidewall Area: 0.74 gal./sq. ft Providing: = 441 40 gollons U NO. DATE: DEFINITION Use: SEVEN (7) CULTEC MODEL 135 UNITS, HAVING A 1' EFFECTIVE DEPTH, -- / TO BE USED WITH 3' OF WASHED STONE ON THE SIDES, 2.5' OF WASHED STONE ON THE ENDS AND 1' OF WASHED STONE BENEATH THE ENTIRE SAS. - - C - - PROP ( - ED CO FOR - FOUNDATIONOF PROPOSED SEPTIC: SYSTEM PREPARED LOCATION / f r & of / _ o #25 WEST VIEW LANE ��V _ - MR . TATE EISENSTADT HYANNIS, MA c/o CRAIGVILLE REALTY PREPAR`D BY: CENTERVILLE , MA - CA RNEY F. SHA IOF l s ENVIRONMENTAL SERVICES, INC. °' 1 34 THATCHERS LANE C3IL8ERT� �r s T try EAST FALMOUTH, MA 02536 i r T. SANITARNA� m y TEL/FAX 508-548-0796 SCALE: 1 "=20' -_ -t SCALE: 1 "=20' DRAWN BY: CES DATE: MARCH 15, 2003 PROJECT#SD-397 FILENAME: SD397PP.DWG SHEET 1 OF 1