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HomeMy WebLinkAbout0487 OAKLAND ROAD - Health 487 Oakland Road Hyannis A 272 - 013 WV i TOWN OF BARNSTABLE LOCATION �R� QaPkh.A_ ga_ SEWAGE# 3- Z W ��VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S UME&PHONE NO. QiL SrW�;.tJS !0 "776" (9S�/ SEPTIC TANK CAPACITY LEACHING FACILITY:(type)' 4 NO.OF BEDROOMS OWNER P PERMIT DATE: COMPLIANCE DATE: v 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 �f,2 '-S21 Z=32' - - 51 9 TOWN OF BARNSTABLE LOCATION 7if 7 dijl ,nldl �. ai/!N///USEWAGE # VILI,AGE ASSESSOR'S MAP &LOT -5 - /O -INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY neggs ,lao"IS LEACHING FACILITY: (type) A O I (size) NO.OF BEDROOMS IR BgMUBRFOR OWNER / Ulf NOV 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 -o o i � y I � o a � dam• ``�, � o � � a c Town of Barnstable P# aTME dy� � Department of Regulatory Services . ru8nerearE i Public Health Division Date ai �� 200 n Str�js MA 02601 Date Scheduled me Fee M /0- S .Suitability Assessmentfor Sewage Disposal Performed By: Witnessed By: �, , `4 ®G�ATION�&CENFI+ LYIFORMAION , Location Address .tjS"'1 OAK fRD {7t—�I Owner's Name�('(q�/nVEt,f` ', r OC7 `M1. `{AAA N 1 1511 11)4A Address A C`l7`'�V�cA' KA F14D �4PI Assessor's Map/Parcel: MAP27Z PCLlO13 Engineer's NameT-4AJ rS 1 .M 0.260 i . M094M EZ1,366ASS OC r 1.L.LC r NEW CONSTRUCTION REPAIR ✓ Telephone# Land Use�l� Slopes(%) G Surface Stones 14D i Distances from: ,Open Water Body� 0D ft Possible Wet Area> Drinking Water Well 41 ,:_Drainage Way Z5 ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) SHED .LOT-1I SHED 15,9/Z.53 SFt o. \ 0.365 ACRES.t 100.41 / Oft 1j4 • I I 9p� �F o AREA 1 O LAWN R 0 BM E oiyE- 3 R c LA 9 AR 16 n �0 0. p�/� �. 20.3• J � � I OQ /98.I3 99.19 A GAS_-- Parent material(geologic) 6 AD-4L 114 OL)9 •`r•`✓*r Depth to Bedrock '--...._.. Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater " " DETERMINATION FOR SEASUNA .HIGH WATER TABLE ' w... Method Used: t ! /q �q Depth Observed standing in obs.hole: �+�f f� in. Depth to soil mottles: �. � - in. AFI i 5 v r'T 6 t G 0P U Depth"to weeping from side of obs.hole: in. Groundwater Adjustment ft. ( � 1 Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level q r1 N' CN 9 !®t XER-61, ION TEST DDate°" xime 1Q (1 CST,, , _ Observation f - Hole# 2—{,� Time at 9" A _. • - Depth of Perc !1) Time at 6" WA Start Pre-soak Time @ e 4Jt/ Time(9--6") rY End Pre-soak / ! - - Rate Min./inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original:Public Health Division Observation Hole Data To Be Completed on Back---- - ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC i r <:,:,DEEP--�OBSER�?ATTON;HOLE�LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency_%Gravel) 3 7: 'J M v ' G S0 Ie - c ® 2Crn SEEP;'OBSERVr��ION HOL LOGS Mole# ar „ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Murmll) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 2 1 0 M. 76 1 PIRSM Z-C IQy V t t ,DEEP®A, ERVRAITIONWOUEZOG Depth from Soil Horimn Soil Texture Soil Color Soil b Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurrine 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Env'onmental Protection and that the above analysis was performed by me consistent with the required train ng,expertise and ea erience described in 310 CMR 15.017. Signature Date * / 3 Q:\SEPnC)PERCFORM.DOC ' i lzr�(I No. �0,� — ©` I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplitatlon for i�tl 8aY *pstem (Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �/r"� ca�f � e4, }�yZti,.; Owner's Name,Address,and Tel.No. ^�� �i,i�� tg*,,e 4- Assessor's Map/Parcel 2-7Z 427 Ostia''-& ?a Installer's Name,Address,and Tel.No. FQic S-AL,4j,, Designer's Name,Address,and Tel.No. Pjervh Qo, 13" '71 thaYy}�s Al:11' " `ql 114ai"5 r�,n 4, HlJ, W1455. So��77�'y'dS� S"�9'4 32-Z�s 7Y" Type of Building: Dwelling No.of Bedrooms Lot Size /Z sq.ft. Garbage Grinder( ) Other Type of Buildings No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3q? gpd Plan Date / Number of sheets Revision Date Title Size of Septic Tank X60 Type of S.A.S. C60j� CZ) Y Description of Soil f} a xd Nature of Repairs or Alterations(Answer when applicable) Qe ob--c 1�_i le- 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 Boar altl. Signed — _ Date Z Application Approved by Date Application Disapproved by Date for the following reasons Permit No. cZol 3 �� Date Issued -7/ bZ) ( No. �� Fee THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for 11 saY *pstem (Construction 3dermit Application for a Permit to Construct( ) Repair Upgrade( :) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. q5,7 p a�� � ��, }�yZr. i S Owner's Name,Address,and Tel.No. fu+ra,4- Assessor's Map/Parcel -272 y17 Oa(lia-& iZ—�' Wyane�;g Installer's Name,Address,and Tel.No. FRIe Sje., S Designer's Name,Address,and Tel.No. e6. 13ox 71 Ma'56% blills Mb. 9H1 lMa;H5t H",-ck wl4ss. Sa8-77�� asy Type of Building: Dwelling No.of Bedrooms Lot Size 2 sq.ft. Garbage Grinder( ) Other Type of Building Qps� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �3, gpd Design flow provided gpd Plan Date J�/�/ Number of sheets Z Revision Date Aloge Title Size of Septic Tank .100 Type of S.A.S. C Description of Soil Nature of Repairs or Alterations(Answer when applicable) p 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 Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Q ";Z, � �- Date Issued —7 ,. . . - TH F COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by Rai at 4 SM�i�L�� a �� ��t���,n:-c has been con ructed� acc with the provisions of Title 5 and the for Disposal System Construction Permit N ted Installer FRIL Designer J #bedrooms R Approved design ow / /gpd The issuance of this permit sh ,1 not be construed as a guarantee that the system wi I Ion as desi ed. e IVA ' J11Date Ins ector + �✓ l lr IAJrG/Y/ .�1��• P ---------------------------- -------------------------------------------- --------------------v----------------------------------- No.��� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS 3Disposal bpstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at e3a11 am-] ikC C Q M AtM►m j< 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. / C Date Approved by 1 i Town of Barnstable Regulatory,Services Thomas 4F.•Geiler,Director HARNErrAB Public Health Division 39. Thomas McKean,,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: `T 6f2 Sewage Permit# t -25 Assessor's Map/Parcel Installer& Designer Certification Form , Designer: NA-ogAq E7M&A LL Installer: &tC SAe-jo-, Address: Q n, Address: R-0 �ok `7 + ^r V1�►t2i�t1 I C 1fi .N1,4 ►M 1�RSTo�s Fh j�L S lM6�. 026 qb 02(V%t) On '1 112. 113E.Mi e— �? EVENS was issued.a permit to install a (date) (installer) septic system at J48'4 DA"M 12 9G417 based on a design drawn by (address) a_ IF , —C dated U f I a-1 11 _• (d signer) —ZI 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 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. Stripout (if required) was inspected and the soils were found satisfactory. SN OF RICHARD J. er's Signature) JUDD,JR No. 1125 �FG►STEREO SgHITAW' (Design*11iiature) (Affix Designe-F,Stamp Here) PLEASE RETURN T 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. gAoffice formsWesignercertification form.doc I i L . R.. F t I } x i 4 i Kul T��CH.. "DINING R OM 3 3 1 3 '1 st FLOOR SB A:. BA.. { BR B.R ,BR FLOOR PLANS Moran Engineering Associates,PLC. P.O. Box 183 LOCUS: 487 Oakland Road South Harwich, MA 02661 Hyannis, MA 508-432-2878 PREPARED FOR: Jacqueline Purmont MAP:272 PARCEL:013 487 Oakland Road JOB NUMBER: 13-140 SCALE: not to scale Hyannis, MA 02601 DATE: 6/14/13 SHEET: 1 Of 1 ©2013 MORAN ENGINEERING ASSOCIATES, LLC. . I - Wells not shown exceed 150"from the proposed SAS LOCUS BENCHMARK: EL. 99.96 (ASSUMED) \ PCL. 058 T.O. CONCRETE BULKHEAD SILL -TOWN WATER- / 98.58 A ?tr o o a N7130:33 +°' u w 99.97 10T Cr SHED \ 15,.9/Z.53 SF t O 100.40 0.365 ACRES.f \ LEGEND PROPOSED SAS (H-10) / .25..0' X /2.8' X.2..0' .J / TEST HOLE 100.41 27 0' (97.58 EXISTING CESSPOOLS • \ ::::�° :.. 4Y f „D„.BOX 2 700 / EXISITING WELL 99.67 + g PROPOSED WELL 174.0 K��p� •• �.•• o•• SEPTIC TANK DEL>t I EXISTING CONTOUR 99.87"CP� 1 � PROPOSED CONTOUR .LAWN _ � \ t,u AREA 0•$' B ";I WATER LINE MAP:272 PCL...O/000/ o.. o �_ ' 1 y. . I I IS) OVERHEAD UTILITY LINE -WOODED AREA- —O BM E�.�S,T o U� UNDERGROUND LINE 3 Q HYDRANT 2 99.45 "CP`/ T. NG o v I LAWN 99.0o t`: °F /00 j:7 w Q AREA 16.01 SITE AND SEWAGE PLAN 1 PROPOSED I500-GAL. w �' 8 % tq I LOCUS: SEPTIC TANK (H-/0) ooG°000 /— 20.3� c3 / 487 Oakland Road 98.13 Q 99.19 � ' I Hyannis, MA. OH — �N OF MgSs9c.. PREPARED FOR: / Q —GAS a� ! Boa MICHAEL Jacqueline Purmort 00 N 1 S. 487 Oakland Road /AK N15.18'50"W U No. D E Hyannis, MA 02601 � � 0.71' ,p �sr � LOT MIS—CLOSURE o NOTES: Deed Ref: 1511/331 LAWN 98.17 g g5' / N AREA 12 rW 97.07 LOCUS IS WITHIN A ZONE ii S78.34�20 g� 99.39 i Moran Engineering Associates LLC / SH OF MA P.O. Box 183 PCL. /04 / ��a� RICHARD South Harwich, MA 02661 -TOWN WATER- / J. 508-432-2878 / JUDD,JR °D INo. MAP:272 PARCEL:013 I / SgN1?T , JOB NUMBER: 13-140 SCALE: 1 n _ 20' SATE. SHEET: 0 2013 M.E.A., LLC. 48-HOUR PRE-CONSTRUC77ON NOTIFICATION IS REQUIRED June 14, 2013 1 of 2 INSTALL-AC PORT OVER LEACH SEPTIC TANK "D" BOX LEACH FACILITY �ST�CHAMBERS)/T WITHIN EL 99.50 100 .GALLON DRY.WELLS .3• (MIN.) OF FINAL GRADE _ EL1DD.37 TOP OF COVER TO BE WITHIN 6' OF GRADE EL 99.9D MIN 2% SLOPE ACCESS PORTS-2 FOINDA71ON ACCESS PORT r ACCESS PO COVER,M1THIN'E" 4°SCH:4o P.v.c. OF FINAL GRADE MIN. 9' COVER /8" TO s=o0z N. a'HDi MAX 36' CDVER WASHED STONE OR FILTER FABRIC 98:17 a (COVER .ENTIRE SAS). EL 96.93 EL '.97.35 4°SCH.40P.V.C. 3' S=0.01 MIN.k Loi '~;ta d':°•a5:.y: LL96.75 96:40 96.2097"OD EL L•:4:::,r. ••�,•�~ nevni GALLON •NSMLL BAFFLE 6' OF.STONE.UNDER BOX : ' .: = _ WASHED STONE _- - _ _ -- - _--" - - , 3�4• TO 1-1/2' DOUBLE EL. 94.10 -- ........._......_.... = .. _._......_...._..._._.... 4.0 16' ± 6' OF STONE UNDER TANK 33' a g' t STONE 17.0' LENGTH INSTALLED STONE 'TO`BOTTOM 7:64' OF D.O.H. .2 SEPTIC TANK NOTES "D" BOX NOTES 1. Extend inlet tee 10'min.below flow fine;extend 1. When system is dosed or slope of inlet pipe EL 86:46 outlet tee 14"below flow line. exceeds 0.087ft.install inlet tee cut-off one 2. Provide 20"manholes over center of tank, inch above outlet invert. NO WATER ENCOUNTERED inlet and outlet with readily removable impermeable covers. .2. Install outlet pipes level 2 feet minimum. 3. Install access port over inlet and outlet 3. Provide a minimum sump of 6".below outlet invert. Min.12'X 12" with precast concrete or equivalent watertight interior dimension. riser within 6"min.of final grade. -4. Install access port over'D"Box with precast concrete or equivalent watertight riser within 6"min.of final grade. .DEEP HOLE LOGS DESIGN -GENERAL NOTES TEST BY: RICK JUDD 1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WMILE 5 OF THE SANITARY CODE& DATE: 6/14/13 ANY APPLICABLE REGULATIONS. DEEP OBSERVADON HOLE BARNSTABLE R 14032 n ME10:00 DESIGN DATA 2.) PRIOR TO BACK FILLING THE INSTALLATION,THE DESIGNER&HEALTH AGENT SHALL BE NOTIFIED FOR STRUC7URE INSPECTION. ELEV. � From COLOR SOIL - 98.13 sD�ca HOR. TEXTURE (MUNSELL) MOTTLING CONSISTENCY, OTHER 1.REQUIRED FLOW 3O BEDROOMS X 110 GPDB.R*330 GPD 3.) ANY ALTERATIONS OF THIS DESIGN MUST BE APPROVED BY THE DESIGNER&BOARD OF HEALTH,IN 97.71 5" AlE loamy sand 1OYR 22 NO granular WRITING. g5 g0 28• Bw loamy fine sand 7.5YR 514 NO massive,very friable 2.SEPTIC TANK CAPACITY 330 GPD X 2=660 GPD 4.) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. 9t13 84' C loamy coarse send 10YR514 -NO loose,-15%-gravel&59/-oobblss- USE-(1)-1500-GALLON(H-10)SEPTICTANK �� 5.).THE-INSTALLER-IS.TO.VERIFY.=-LOCATION(S)..OF.U.TIL ES,CESSPOOL(S)ANDSEWERINVERTSPRIOR 91.13 140' 2C medium sand 2.5Y 0 NO loose,single grain TO CONSTRUCTION. 3.LEACH FACILITY DESIGN:25.0'L X 12.8'W X 2.0'D 6.) ALL UNSUITABLE MATERIAL WITHIN 5 FT.IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM Bot. of Perc: see test results TH 2 SHALL BE REMOVED&REPLACED W/CLEAN,COARSE SAND. RATE:<2 MIN/INCH (assumed at C Layer) SIDE WALL AREA:2(25.0'+12.8')X 2.0'X 0.74 GPD/SF=111.88 7.)ALL FILL MATERIAL ITT=D FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN,COARSE SAND FREE K17NESS: Don Desmarais Bamstable Health Department BOTTOM AREA: 25.0'X 12.8'X 0.74 GPD/SF=236.80 FROM DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 MIN./IN.BEFORE& TOTAL =348.68 GPD AFTER PLACEMENT. TEST BY: RICK JUDD DATE: 6 140 13 348 GPD PROVIDED>330 GPD REQUIRED -- 8.) EXISTING CE§SPOOL(S)TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES. DEEP OBSERVATION HOLE#2 BARNSTABLE P3¢ 14032 TIME: 10 0 9.) DURING INSTALLATION,THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA. USE: 10.) GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36". ELEV. From COLOR SOIL STRUCTURE 11.) ALL GRAVITY SEWER PIPE SHALL BE 4"DIA.SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM 99.67 s�rnv7. HOR. TEXTURE (MUNSELL) M077UNG CONSISTENCY• OTHER (1)1500-GALLON SEPTIC TANK(H-10) SLOPE OF 4"DIA.SCH 40 PVC SHALL NOT BE LESS THEN 0.01 PT/FT, 99.25 5" AIE loamy sand IOYR 32 NO granular (1)DISTRIBUTION BOX(DB-3) 12.)WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN 97.25 29' Bw loamy fine sand 1OYR 414 NO massive,very friable -' (2)8.5'L X 4.8'W X 2.0'D(H-10)CHAMBERS WITH 4.0'OF DOUBLE WASHED 10'OF THE PROPOSED S.A.S.-PIPES SHALL BE CLASS 150 PRESSURE PIPE&SHOULD BE PRESSURE TESTED TO 93.17 78" C loamy coarse sand IOYR 514 NO loose,101/6-gravel&5"/-cobbles STONE ALONG BOTH ENDS AND SIDES. ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT. 88.67 13T 2C I medium sand IOYR 614 1 NO loose,single grain 13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS. Bot. of Perc: 54": At 07:15 <6" of water remaining in percolation bucket. CONSTRUCTION NOTES RATE: < 2 MIN/INCH (Class I soil loading rate: 0.74 GPD/SF) SUBJECT: 487 Oakland Road WITNESS: Don Desmarais Bamstable Health Deportment 1.CONTACT OFFICE(508 432 2878)48-HOURS+PRIOR TO START. ESTIMATED DEPTH TO GROUND WATER: Hyannis, MA _ - - 2.PUMP AND FILL EXISTING CESSPOOLS. REMOVE CESSPOOL _ - PREPARED FOR: APPROXIMATE SURFACE ELEVATION AT SAS: EL. 60.0 WITHIN PROPOSED STEPTIC TANK AREAS. REMOVE ANY Jacqueline Purmort GROUND WATER CONTOUR ELEVATION: EL. 30.0 CONTAMINATED SOIL(S)WITHIN FIVE(5.0')OF PROPOSED SAS. REMOVE TREE STUMP LOCATED IN BACK YARD. ASSFSSOWS SCALE: ESTIMATED DEPTH TO GROUND WATER: 30.0' t MAP: 272 Not to Scale 3. RAISE ALL ACCESS COVERS PER PLAN(REQUIRED). PARCEL: 013 DATE: 4.PRIOR TO COVERING SYSTEM:A FINAL INSPECTION IS REQUIRED. dune 14, 2013 SHEET 2 of 2 5.LOAM&SEED LAWN IMPACT AREAS AND MULCH IMPACT AREA OVER LEACHING(CONFIRM WITH HOMEOWNER). Moran Engineering Associates, LLC. P.O. Box 183 South Harwich, MA 02661 C 2013 Moron Engineering Associates, LLC. 508-432-2878