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HomeMy WebLinkAbout1309 SHOOTFLYING HILL RD - Health 1309 Shootflying Hill Rd Centerville A= 1 89— 121 EMEADo No.248310R UPC 12104 smeed mm • Mob M USA rl i 1309 Shootflying Hill Rd GOWN OFBARNSTABLE p Centerville _ SEWAGE# iZ00 3 A= 189— 121 ASSESSOR'S MAP&PARCEL NM \Z\ _ r INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY Soo \ LEACHING FACILITY:(type) ., �o (size)31,5x'3.2 5gkb5r �l�l'I�}� NO. OF BEDROOMS .OWNER GLFtJ Sz!�mb-V-XtcsAc67: 'psis-r,t, a—,aN)--%Ac, SZ NW PERMIT DATE: 8 r\et-©A COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility d14 (0 4- 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 �3gC\k OF t-1©.rs£ -2:L- (p A Go D � � INA� �► a - ��T 35 Y `13 AC, � e` i R 1 No. �� - ' y L FEE L �'MO � �. ® l�Y V'I'ir�1YLT ® MASSACHUSETTS Board of Health, Barnstable MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) RepairX ) Upgradek) Abandon( ) - ❑Complete System ❑Individual Components Location 6 Fox Hill Road Centerville Owner's NameSn eSz b — xe ut r zaho Map/Parcel#Ma 189 Parcel 121 Address 7016 Cedar Road, Sanford, NC 27332 Lot# a Telephone# Installer's Name Timothy Lovell esigner's Name Engineering Works/Pete MCEntee lip 1�� 7 Bourne Road, Plymouth, MA Address 12 West Crossfield Road, Forestdale 508-540-6706 Telephone# Type of Building Residential Lot Size 15,286t sq.ft. Dwelling-No.of Bedrooms 4 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures i Design Flow(min.required) q ,gpd Calculated design flow Design flow provided 7 qU gpd Plan: Date -9/28/2007 Number of sheets 9 Revision Date Title Description of Soil(s) See Plan Soil Evaluator Form No. Name of Soil Evaluator Peter McEntee Date of Evaluation 9/28/2007 DESCRIPTION OF REPAIRS OR ALTERATIONS One 1500 gallon septic tank, D—Box. Three-500 gallon _chambers H-10 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees t of to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date �•' `� Cyr g-(�j -0 No. 3 I FEE I& / Board of Health, Barnstable, q J APPLICATION FOR ➢ ISP®SAL SYSTN'CONSTRUCTION PERMIT a Application for a Permit to Construct( ) Repairg ) Upgradek) Abandon( ❑Complete System ❑Individual Components Location6 Fox Hill Road, Centerville Owner's Name saeSob�oberat�zabo Map/Parcel#Map 189 Parcel 121 Address 7016 Cedar Road, Sanford, BC 27332 Lot# 0 Telephone# Installer's Name Tdlmothy Lovell Jesigner's Name Engineering Works/Pete MCEntee Address 617 Bourne Road, Plymout , MA ry Address 12 West Crossfield Road, Forestdale Telephone# 508-540-6706 Telephone# 508- 7 -5 1 hType of Building Residential Lot Size 15,286± sq.ft. Dwelling-No.of Bedrooms 4 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures r. Design Flow,(min.required) L/ gpd Calculated design flow Design flow provided (J gpd Plan: Date �/28/2007 Number of sheets 2 Revision Date Title,- Description'ofsoii(s) See Plan Soil Evaluator Form No. Name of Soil Evaluator Peter McEntee Date of Evaluation.9/28/2007 DESCRIPTION OF REPAIRS OR ALTERATIONS One 1500 gallon septic tank, D—Box, Three-500 gallon Chambers H-10 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and 'further a ee"' -not to place the system in operation until a Certificate of Compliance has been issued by-the-Board of Health. Signed Date S- !9- og {-- -fq -o .r . C®MMONWM[.T14 ®f MASSACHUSETTS FEE Board of Health, Barnstable MA CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposa`PSystem; Constructed ( ),Repaired ( ),Upgraded (X),Abandoned ( ) by: Timothy Lovell at 6 Fox ;,Hill Roa4„Centerville t has been installed in accordance with the rovisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application Noa00�' �i`�s dated �'19 -0 g . p r ved Design Flo yL/0 (gpd) Q Timot y Lovell Installer " �' , s //d. Designer: Engineering Works/Pete McE��� ot;; G' aEe: 106 The issuance of this permit shall not be constrttd as a guarantee that the syste will function as designed. �jLl 5 No. dQC) I, J FEE / COMMONWEALTH OF MASSACHUSETTS Barnstable Board of Health,- MA, DISPOSAL SYSTEM CONSTRUCTION PERMIT � Permission is hereby granted to; Construct( ) Repair( ) Upgrade(X) Abandon( ) an individual sewage disposal system at 6 Fox Hill Road, Centerville, MA }� p as described in the application for Disposal System Construction Permit No. a OU g 3 dated"f.' Provided: Construction shall be completed within three years of the date of this pe�m�i.t. l l0 1 onditions must be met. . Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Datk "I Board of Health T r r Town of Barnstable Regulatory Services '. :. Thomas F.Geller,Director p. Public Health Division Thomas McKean Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: �'�. Sewage Permit# a 8"3 45 Assessor's Map/Parcel 1 Z Installer&Designer Certification Form ITe e r-r- M c,95rr}u F'55. n Designer: .�� te 0-..A�'�, . .. rl Lt?ter/k S Installer: Address: IZ VJ . Cra S S'P'-e Address: �amGge s�•Qo /2c� (ports h- ale M 4 02149 r J 5 0K �G was issued a permit to install a dat (installer) � 13 2) J hG d septic system at 6 �o x 14, �� /`� based on a design drawn by (address) tkv-1- HC K+f{ f, 15- dated Z� O 7 (designer) 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. Stripout (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 re f any component of the septic system) but in accordance with State&Local gho revision or certified as-built by designer to follow. Stripout(if requ' d the soils were found satisfactory. yG • o PETER T. G McENTEE CIVIL ' No. 35109 stal er's Signature), ONA (Designer's Signature) (Affix Designer's Stamp Here) PLEASE::RETURN TO g4MnAK4 PUBLIC HEALTH DIVISION. TIFICATE OF COMPLIANCE WILL NOT BE ISSUED.UNTII. BOTH THIS FORM AND AS- WILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. YOU. gAoffice formsldesignemertification form.doc I TOWN OFBARNSTABLE LOCATION _�t=�y �AJN 2,gn-z SEWAGE#_ A009-.3�4 VILLAGE�NJ„`� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. � rf f�/lteC.- SEPTIC TANK CAPACITY_ Sib (�, ' C5`'n �`�t=�� —"�:-• - LEACHING FACILITY:(type) emu, es, ;J (size) j rxv3,? Sgy,dy�. 1-14 bt';a NO. OF BEDROOMS .O WNER SZ i�Pr'3 � PERMIT DATE: 8_ ,Qp, COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility W& (o-` feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(if any wetlands exist feet within 300 feet of leaching facility). feet FURNISHED I 1 a i K c .� ,�,ssppet;o� CZ.Ser O, C�cx'z� E D H _ i G �. RC fAa = 34 ► Q C �1 = 4`6u r - Engineering Work EXISTING FLOOR PLAN 6 Fox Hill Rd, Centerville, MA 12 W. Crossfield Road a/k/a 1327 Shootflying Hill Rd Forestdale, MA 02644 Job No. 210-07 Date: 9/28/07 (508) 477-5313 Page 1 of 1 PORCH ENTRY KITCHEN BATH BED RM. RM. BED RM. BED RM. BED RM. LIV. RM. ENTRY FIRST FLOOR 3 BEDROOMS TOTAL L outbind://5-0000000OD29B6432901 CDB49B30FFF776DBODF8507008249EAC50E1 D794ABA69DC2D 1 D 147BDC0000... Flynn, Judith From: Schlegel, Frank Sent: Thursday, December 20, 2012 9:46 AM To: Barrows, Debi; Heath DeptMailbox Subject: Address change for Map 189 Pcl 121 Hi Debi, The contractor remodeling the exterior of this building moved the front door from Fox Hill Rd. to Shootflying Hill Road. An address reassignment is required according to the town's address ordinance. Therefore, the address has been change from#6 Fox Hill Rd. to#1309 Shootflying Hill Road, Centerville. Please update any hard copies you may have on this property. Thanx, Frank Schlegel E911 Data Liaison 12/20/2012 Lt-j 1aX1-3 y qj r A Lo j �r P n Lf)s 56� d� Town of Barnstable P# _,j Department of Regulatory Services i i Public Health Division Date E )IS Cr t61q 200 Main Street,Hyannis:MA 02601 Date i Scheduled Time Fee Pd 6 , Soil Suitability Assessment for Sewage D� Perfoffno .By. ;9'�E2r7, fv1e . . Witnessed By:' LOCATION&GENERAL`INFORMATION Location'Address (,' ` Owner's Name W t t 1'LA _ Address /3'z i11...r24 pz1�3Z Assessor's Map/Parcel.• Engineer's Name' � e. �. 'Mc Zvi+4 e P[- NEWCONSTRUCTION REPAIR Telephone# 01V?4-17 S3 Land Use 5 e)kVk.8-f C%_ l Slopes W 74 Surface Stones Distancesrfromi Open Body l S 0 ft Possible Wet Area f ft Drinkin Water Well `S�ft 1)cainage'Way 7 L yV ft Property Line ft Other ft SKETCH;:(,street name,dimensions of lot,exact ooations of test holes&peir tests,locate wetlands&proxitntty to boles) • car '' t cut r m �(c1 ''1 Depth to Bedrock 3 Parent material-(geologic) p Depth to(groundwater. Standing Water in Hole: A)al/ o t q-m_�"Weeping ftm Pit Face AL[ A Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATTR 'ABIfE Method Used J Depth Observed standing in obs.hole: In, Depth-to soil nnouioe pop th.to weeping. n side of obs.hole: !n, gtaundtvater A ; [ndex Well# Reading Date: Index.Well level Adj;thctor AdJ ditlufidWtitCi3levsl,,,, 0 PERCOLA�'ION Hole# Time.at:4." r. �`� "t' f Depth of Perc Tiino at`6" Start Pre-soak Time® End Pre soak . " L2 °Rate Mtn./Inch ' Site Suitability Assessment: Site Piss ei9 _ Sitd Failed: Additional:Testing Needed(YM), Observation Hole Data To Be Complefed'on Back Originals Public Hearth Division ***If percolation test is to be conducted within 100' of wetland,you must af>Nrst>r�otif tie Barnstable Conservation Division at least one(1) week prior to beginning. DEEP.OBSERVATION ROLE LOG Hole# � Depth from Soil Horizon Soil Texture :Soli Color Soil Other Surface (USDA) (Munsel1); Mottling (Structure, Boulders, j. DEEP OBSERVATION-HOLE LOG Hole# Depth from „ Soil Horizon Soil Texture Soil Color Soil Other SurPacc(inc) (USDA) (Munseil), Mottltn g (Structure,Stones,Boulders. ��� - • S�- i`o a2 3�3 / r b L L 5 Z� - 3 Cz wt—c Sok 17,4;_ DEEP OBSERVATION HOLE LOG Hole# DeP !fr9m Sal-Morizon Soil Texture Soil Color. Soil Other ' SurPsce(in.) (USDA) (Munsell) Mottling ; {Structure,Stones,Boulders. ...,, DEEP OBSERVATION H ; OLE LOG Hole# ' Depth from Soti Htirizon Soil Texture Soil Color . Soil Other SurW,0%in) (USDA) (Munsell) mottling (Structure,Stopes;:Boulders, Consi Flood,Insuranctr Rate May: C y j Above S.ODyearflbod boundwY::,No_ Yes --- Within SO(l year boundary No YeS. T t Withtnl'60 year;tload boundary No :" Yes.: ^ Dcn_,th o�N t>rly QcctsrrInIous Material; Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout>the area proposed for the soil absorption ystem7 If not,what Is the depth.of naturally„occurring pervious material? ,,� Cerweation I cerhf(that on Q. (date)I have passed the soil evaluator examination.approved by the Department of E niro vnmental Protection and that the, above analysis wa"s performed by' "me consistent with the required trai ing,expertise and experience described in. 10 CMR 15,017.,_. - s ,Signature, Date Q:ISEPTIGtPBRCPORM i r°<<e� Woodvole Ln a 0` o LEGEND b Co�`e�On 78 PROPOSED CONTOUR Creo, Marsh, Rd � a EXISTING CESSPOOLS 79 PROPOSED SPOT GRADE TO BE PUMPED, FILLED W/ SAND, AND ABANDONED. ? .f EXISTING CONTOUR �4P, x 97.22 EXISTING SPOT GRADE �h 99.89 N4(725'20'E TEST PIT 125 00' 'i W EXISTING WATER SVC. LOCUS 1 —�1GV4-- UNDERGROUND WIRES bout® APN 189- 1 21 LOCUS MAP N.T.S. N 15,286±5F t3 BENCHMARK 4 O 2CQ 8' '1.5�� _—..�STOC i ti"E CE 99.41 98.13 PROPOSED S A.S : � • . `)E. . O O O 39 99,90 W GENERAL NOTES: LO O M 1 O PROP FZ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SEP IC $° ii�� BOARD OF HEALTH AND THE DESIGN ENGINEER. CHAIN FENCE 0 /� PAT19--. i t TA K Q 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS _ rn OF THE STATE ENVIRONMENTAL CODE, TITLE. V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. -- lu 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 100. W' TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 82 DESIGN ENGINEER. � m RC�P�e,l^ // p � � 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 98.58 z ': / / / !j j FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN /� j ENO, 1 327' ' i ENGINEER BEFORE CONSTRUCTION CONTINUES. "I 5TY /`/%/% % 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. W x �� .! / ° "�' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF � THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 16o.86 //; 99.98 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. LL— // ; / ; �',i" / i �• 7. WATER SUPPLY SHALL BE PROVIDED BY TOWN WATER SERVICE. f� / / i /' / ��/ / / �% 100.27 S. ?HERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 98.79 G�c /,� ! , CATCH --� TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 98.58 x / ;y' x T00.40 BASIN 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY .... THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 3(p' Apo CONSTRUCTION. O3 /STONir �,� Zh• 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. [)Fjve py AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 03,3V I AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. '0 PAVEMENT PROPOSED SEPTIC SYSTEM UPGRADE EDGE y0P �� o Q o PETER T. G� �9 MCENTEE 6 FOX HILL ROAD, ,327 SHoo FLYING HILL RD CENTERVILLE, MA I s s� ^ � CIVIL "' �n I�l No. 35109 Prepared for: Glenn Szabo, 7016 Cedar Road, Sanford, NC 27332 BENCHMARK SET TFLY�NG N L �£G/S1E��� �� Engineering by: Surveying by: SCALE DRAWN JOB. N0. CORNER OF CONC. PATIO ShpO S IO I. ��� EngineeftWorks HOOD SURVEY GROUP 1"=20- P.T.M. 210-07 12 west Crossfie Road Route 6A EL.=100,00 (ASSUMED) 0 Sandwich, DATE CHECKED SHEET NO.928 Forestdale, MA 2644 Sandwich, MA 02583 (508) 477-5313 (508) 888-1090 /07 P.T.M. 1 of 2 NOTE: FINISH GRADERSHALLLUNOT BE PROPOSED r F.G. EL: 99.0(MAX.) � FOR A DISTANCE OF 15' AROUND THE T.O.F (EXISTING) F.G. EL: 99.0t PERIMETER OF THE S.A.S. EXISTING F.G. EL: 100.Ot(EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S. 4' SCH 40 PVC PERFORATED PIPE WITH SCREW CAP SET TO WITHIN 3" OF FINISH INSTALL RISERS OVER INLET Se OUTLET INSTALL RISER OVER D-BOX TO 3-500 GALLON LEACHING CHAMBERS GRADE TO SERVE AS INSPECTION PORT. TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL SIDES INSTALL RISER OVER CHAMBER SHOWN ON PLAN AND SET COVER L =29' L=23'(MAX.) WITHIN 6" OF FINISH GRADE 4" SCH 40 PVC 4' SCH 40 PVC 4" SCH 40 PVC r---2" LAYER OF 1/8" TO 1/2" 71NV.=97 (MIN.) 101 ®® ®a DOUBLE WASHED STONE 14" 0 S= 1% (MIN.) s ® S= 1% (MIN.) ®a® ®ea EM a®®aB 4a" u0ui° INV.=96.17 INV.=96.00 2' EFF. DEPTH 0 Miami 3/4"-1 1/2" LEVEL ADD GAS D-80X 4' 5.2' 4' SOONEE WASHED BAFFLE INV.=97.65 EFFECTIVE WIDTH = 13.2' TIE IN TO EXISTING 4" SEWER Q 1 FT. OUTSIDE FOUNDATION PROPOSED ROPOSED SEPTIC TANK INV.=95.50 INY.=99.43t TOP OF CHAMBER ELEV.=96.3 -BREAKOUT ELEV.=96.0 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING INV. ELEV.=95.50 ®a®®® PIPE INVERTS PRIOR TO CONSTRUCTION. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=93.50 3• I 3 x 8.5' = 25.5' 3' GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 31.5' 310 CMR 15.221(2), T.P. EXCAVATION OR G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEMSECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE. NO G.W. ENCOUNTERED BOTTOM OF TP EL: 87.5(TP-1) SEPTIC SYSTEM PROFILE N.T.S. (3) 5" DIA.OUTLETS 15.5" I--- -+� DESIGN CRITERIA 2 SOIL LOG NUMBER OF BEDROOMS: 4 BEDROOMS N DATE: SEPTEMBER 28, 2007 P-1 1,934 15.6" �; .I O ); e„ � i R SED S.A.S. i ( ) SOIL TYPE: CLASS I ti SOIL EVALUATOR: PETER T. MCENTEE P.E. DESIGN PERCOLATION RATE: 2 MIN./IN. _ __-_ WITNESS: DONNA MIORANDI-HEALTH AGENT DAILY FLOW: 440 G.P.D. H-•10 LOADING 2" DESIGN FLOW: 440 G.P.D o S� Elev. TP- 1 Depth EI_ey._ TP-2 Depth GARBAGE GRINDER: NO D-BOX o• 6, p^ 99.1 0" 440 = 594.6 S.F. J`. 99 0 A SANDY LOAM A SANDY LOAM LEACHING AREA REQUIRED: ( ) n,ra 98.5 10YR 3/3 98.6 6,.1OYR 3/3 .74 •� �6' Mp' �8' �9• B B PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY SANDY LOAM SANDY LOAM rE3 0 ®®®® 10YR 5/8 10YR 5/8 ®®®®®®® 37" 96.7 C1 28" 96.6 c1 30" USE 3-500 GALLON LEACHING CHAMBERS IN SERIES a ®®®®®®® N ®®®®®®® , 37" SIDEWALL AREA: 2(13.2' + 31.5') X 2 = 178.8 S.F. _- PERC BOTTOM AREA: 13.2' x 31.5' = 415.8 S.F. 102" ....__ Fa� rl I f/ ,! / 45" LOAMY SAND 594.6 S.F. LOAMY SAND TOTAL AREA: .... /,/f,%No. i 327' ;F` ;'" 2.5Y 6/4 1 2.5Y 6/4 ��/'V� g-�Y >40% GRAVEL >40%GRAVEL DESIGN FLOW PROVIDED: 0.74(594.6) = 440.0 G.P.D. 4" KNOCKOUT % / /f � p�� 20" OIA. COVER /� YY FRM T.O.P. 100.96' / 93.0 72" 93.1 72" 4' KNOCKOUT O 4" KNOCKOUT 62" j %/,/i' Ll /'/�/, C, c1 ROPOSED SEPTIC SYSTEM UPGRADE 1, /�//,%/ /' / M-C SAND M-C SAND r6F7OX HILL ROAD 1327 SHOOTF/LYING HILL RD CENTERVILLE, MA 4' KNOCKOUT / 2.5Y 5 6 2.5Y 5/6 f // / / / � / �� ,' � Prepared for: Glenn Szabo, 7016 Cedar Road, Sanford, NC 27332 87.5 ' 138" 87.6 138., Engineering by: Surveying by: SCALE DRAWN JOB. N0. 500 GALLON CAPACITY, H-10 LOADING NO GROUNDWATER OBSERVED EngineedngWorks HOOD SURVEY GROUP NTS P.T.M. 210-07 CHAMBERSRCIRATE <2 MIN/IN,("C1" & "C2") 12 West Crossfield Road 18 Route 6A DATE CHECKED SHEET N0. SA C I A YOt 1'r Forestdole, MA 02644 Sandwich, MA 02563 9 28 07 n.rs AS.A.S.JLAYOUT I (508) 477-5313 (508) 888-1090 / / P.T.M. 2 Of 2 �jj