Perry Hill Septic Plan.pdf

PDF 2 MB Posted Sep 16, 2025

Attached to: CD25147- Perry Hill Road Septic System Installation
Solicitation number: 2126605
Issued by: Washington County, New York

About this file

Written by GovTribe AI · Sep 3, 2026

This is a Septic System Design Plan prepared by Quiri Engineering, PLLC for the New York State Office for People With Developmental Disabilities (OPWDD) Capital District Developmental Disabilities Services Office (DDSO) for an onsite wastewater treatment system installation at 117 Perry Hill Road, Shushan, New York 12873. The project involves the design and installation of a conventional gravity-flow septic system serving a 6-bedroom residential facility with 3 staff workers, generating a total daily wastewater flow of 945 gallons per day (900 gallons per day from 6 residents at 150 gallons per person daily, plus 45 gallons per day from 3 staff workers at 15 gallons per worker daily). The design includes a 1,500-gallon primary concrete septic tank followed by a 500-gallon secondary concrete septic tank set in series, connected to a concrete distribution box with ten outlets directing effluent to 550 linear feet of conventional stone-and-pipe absorption trenches spaced 6 feet on center. The system incorporates 4-inch and 6-inch PVC piping with specified slopes and cleanouts, with all components meeting New York State Department of Health standards per Appendix 75-A regulations. The percolation rate testing conducted on June 20, 2025 established a design rate of 8 to 10 minutes per inch. Separation distances comply with state requirements, including 50 feet from the well to septic tank, 100 feet from well to absorption field, and 100 feet from absorption field to stream or wetland. The design was prepared on August 4, 2025 and revised on September 4, 2025 by Daniel M. Quiri, Professional Engineer License #098952.

Mandatory site visits are required prior to bid submission for this New York State Public Works project, with bids due by 2:30 p.m. on October 7, 2025, submitted on the provided bid form to Brooklyn.CMM.Bids@opwdd.ny.gov. All bids must include detailed materials and labor cost breakdowns. Prevailing wages as established by New York State Department of Labor must be paid on this project, and all vendors and subcontractors must be registered with NYS DOL with certificates of registration submitted with their quotes. The project plans specify that the contractor is responsible for all labor, equipment, and materials required for construction observations and testing as mandated by applicable regulatory agencies or the design engineer, including pre-construction inspections, observations during trench exposure, and final post-completion observations coordinated with the local Code Enforcement Officer or Building Inspector.

View the file

Other files

File	Type	Posted
NYS LABOR LAW 220-i REGISTRATION REQUIRED FOR ALL ARTICLE 8 CONTRACTORS57.pdf	PDF	Sep 16, 2025
Prevailing Wage Schedule 117 Perry Hill Road Septic System Installation.pdf	PDF	Sep 16, 2025
Doing Business with New York State59.pdf	PDF	Sep 16, 2025
RFQ Document 117 Perry Hill Road - Septic System Installation.pdf	PDF	Sep 16, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT

LOCATION

R Y

L R

C M

M P ro je ct N o:

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S SIGNATURE

THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION AND SHALL BE USED FOR THEIR INTENDED PURPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE DOCUMENTS SHALL BE DESTROYED IN A SECURE

MANNER.

PHASE: FOR CONSTRUCTION

CIVIL ENGINEER

S ub m is si on

D at e:

Seal & Signature

PROJECT LOCATION

LIST OF DRAWINGS

C ap ita l D

R es id en ce

P er ry

H ill

R d.

S hu sh an

, N Y

- H os te l #

Cover Sheet

C D

NYS OPWDD

ONSITE WASTEWATER

TREATMENT SYSTEM

at Capital DDSO Residence - 117 Perry Hill Rd. Shushan

NY 12873 - Hostel #10583

C ov er S he et

N Y

S O

P W

D D

O ns ite W as te w at er T re at m en t S ys te m

DANIEL M. QUIRI

C101 Septic Design C201 Notes & Calcs C202 Septic Details C203 Septic Details

Cover Sheet Introduction Sheet

RESIDENCE

TM#: 225.-2-22.1

PERRY HILL

RESIDENCE

TM#: 225.-2-22.1

117 PERRY HILL ROAD

SUSHAN, NY 12873-2703

TOWN OF SALEM

WASHINGTON COUNTY

ONSITE WASTEWATER TREATMENT

SYSTEM DESIGN

244 QUEEN ANNE ROAD

AMSTERDAM, NY 12010

(518) 424-0919

PREPARED ON: AUGUST 4, 2025

REVISED ON: SEPT. 4, 2025

HORIZONTAL SEPARATION

DISTANCES

WELL TO SEPTIC TANK 50 FT

WELL TO ABSORPTION FIELD 100 FT

ABSORPTION FIELD TO:

DITCH 20 FT

PROPERTY LINE 10 FT

HOUSE 20 FT

STREAM / WETLAND 100 FT

SEPTIC TANK TO HOUSE 10 FT

DISTRIBUTION BOX TO HOUSE 20 FT

SHEET INDEX

SHEET NO. DESCIRPTION SHEET ID.

ABSORPTION FIELD DESIGN

COMPONENT PROPOSED

DANIEL M. QUIRI

EXP. MAY, 2026 PE# 098952

AutoCAD SHX Text

COVER

AutoCAD SHX Text

SEPTIC DESIGN

AutoCAD SHX Text C101

AutoCAD SHX Text

NOTES & CALCS

AutoCAD SHX Text C201

AutoCAD SHX Text

SEPTIC DETAILS

AutoCAD SHX Text C202

AutoCAD SHX Text

SEPTIC DETAILS

AutoCAD SHX Text C203

AutoCAD SHX Text

PROPERTY BOUNDARY

AutoCAD SHX Text

# RESIDENTS

AutoCAD SHX Text

DESIGN FLOW (150 GPD/RESIDENT)

AutoCAD SHX Text

900 GPD

AutoCAD SHX Text

# STAFF WORKERS

AutoCAD SHX Text

DESIGN FLOW(15 GPD / WORKER)

AutoCAD SHX Text

45 GPD

AutoCAD SHX Text

TOTAL DAILY FLOW

AutoCAD SHX Text

945 GPD

AutoCAD SHX Text

GARBAGE DISPOSAL?

AutoCAD SHX Text

YES

AutoCAD SHX Text

SPA TUB?

AutoCAD SHX Text

SEPTIC TANK CAPACITY REQUIRED 1

AutoCAD SHX Text

2,000-GAL.

AutoCAD SHX Text

SEPTIC TANK CAPACITY PROPOSED

AutoCAD SHX Text

2,000-GAL.

AutoCAD SHX Text

DESIGN PERCOLATION RATE RANGE

AutoCAD SHX Text

8 - 10 MPI

AutoCAD SHX Text

APPLICATION RATE

AutoCAD SHX Text

0.90 GPD/FT²

AutoCAD SHX Text

TRENCH LENGTH REQUIRED

AutoCAD SHX Text

525-LF

AutoCAD SHX Text

TRENCH LENGTH PROPOSED

AutoCAD SHX Text

550-LF

AutoCAD SHX Text 1 PER TABLE 3 OF THE NYS RESIDENTIAL SEPTIC DESIGN HANDBOOK, A MINIMUM SEPTIC TANK CAPACITY OF 1,750-GALLONS IS REQUIRED FOR A 6-BEDROOM RESIDENCE. AN ADDITIONAL 250-GALLONS IS REQUIRED FOR THE INCLUSION OF A GARBAGE DISPOSAL UNIT.

PERRY HILL

TM#: 225.-2-22.1

117 PERRY HILL ROAD

SUSHAN, NY 12873-2703

TOWN OF SALEM

WASHINGTON COUNTY

SEPTIC PLAN

1" = 20' C101 Feet

08-04-2025

25022

QUIRI ENGINEERING, PLLC

PO BOX 112

FORT HUNTER, NY 12069

PH: (518) 424-0919

DANIEL.QUIRI@QUIRIENGINEERING.COM

AutoCAD SHX Text S

AutoCAD SHX Text

TREE CANOPY/DRIP LINE

AutoCAD SHX Text

1-STORYFRAME#117

AutoCAD SHX Text

DECK

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

FIREPIT

AutoCAD SHX Text

SEPTIC TANK MHEL=583.05

AutoCAD SHX Text

GAZEBO

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text 4FT UTILITY POLE AND EBOXES(Underground Conduits location unknown)

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

GRAVEL DRIVEWAY

AutoCAD SHX Text

GRAVEL DRIVEWAY

AutoCAD SHX Text 6'

AutoCAD SHX Text

EXISTING DRILLED WELL

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text

CONCRETE DISTRIBUTION BOX

AutoCAD SHX Text

500 GAL. CONC. SEPTIC TANK

AutoCAD SHX Text

≈30-LF 6" ∅ PVC(SEE PIPING NOTE 2)

AutoCAD SHX Text

EXISTING TANK TO BE PUMPED AND CRUSHED IN PLACE (SEE NOTE 6)

AutoCAD SHX Text

1,500 GAL. CONC. SEPTIC TANK

AutoCAD SHX Text

10' MIN.

AutoCAD SHX Text

4" ∅ PVC(SEE PIPING NOTE 3)

AutoCAD SHX Text

≈20-LF 4" ∅ PVC(SEE PIPING NOTE 1)

AutoCAD SHX Text

4" ∅ PVC(SEE PIPING NOTE 4)

AutoCAD SHX Text 4" ∅ SCH40 PVE CLEANOUTINSTALLED ON THE INTERIOR OF THE HOUSE AND ALSO ON THE OUTSIDE, 5-FT FROM THE HOUSE

AutoCAD SHX Text GENERAL NOTES:1. TAPE SURVEY CONDUCTED BY ENGINEER ON JUNE 20, 2025. TAPE SURVEY CONDUCTED BY ENGINEER ON JUNE 20, 2025. 2. PROPERTY BOUNDARIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.PROPERTY BOUNDARIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.3. ANY TREES OR STUMPS WITHIN 10-FT OF THE PROPOSED ABSORPTION FIELD SHOULD BE CUT ANY TREES OR STUMPS WITHIN 10-FT OF THE PROPOSED ABSORPTION FIELD SHOULD BE CUT AT THE GROUND SURFACE AND REMOVED. 4. ROOF LEADERS, FOUNDATION DRAINS, CELLAR DRAINS, BACKWASH DRAINS, ETC... MAY NOT BE ROOF LEADERS, FOUNDATION DRAINS, CELLAR DRAINS, BACKWASH DRAINS, ETC... MAY NOT BE CONNECTED TO THE SEWAGE SYSTEM AND SHALL BE INSTALLED IN SUCH A MANNER THAT DRAINAGE IS DIRECTED AWAY FROM THE ABSORPTION AREA.5. REFER TO C201 FOR SPECIFICATIONS REGARDING SEPTIC SYSTEM PIPING.REFER TO C201 FOR SPECIFICATIONS REGARDING SEPTIC SYSTEM PIPING.6. IF CONTRACTOR FINDS SIGNS OF BIOMAT WITHIN THE PROPOSED LEACHING AREA, SOIL SHALL IF CONTRACTOR FINDS SIGNS OF BIOMAT WITHIN THE PROPOSED LEACHING AREA, SOIL SHALL BE REMOVED AND REPLACED WITH SUITABLE SANDY LOAM SOIL WITH A PERCOLATION RATE SBETWEEN 8-10 MPI.7. BASED ON THE CONTOURS, EXISTING GRADE DOES NOT EXCEED 15% AND SHOULD BE BASED ON THE CONTOURS, EXISTING GRADE DOES NOT EXCEED 15% AND SHOULD BE MAINTAINED FOR THE NEW ABSORPTION AREA.

AutoCAD SHX Text MAP REFERENCE:1. ALL SURVEY INFORMATION IS REFERENCED TO "BOUNDARY AND TOPOGRAPHIC SURVEY 117 PERRY HILL ROAD SUSHAN, NY 12873 ALL SURVEY INFORMATION IS REFERENCED TO "BOUNDARY AND TOPOGRAPHIC SURVEY 117 PERRY HILL ROAD SUSHAN, NY 12873 AS PREPARED BY ANDES CONSULTING ENGINEERING & SURVEYING, PLLC ON 8/8/25. 2. SURVEY INFORMATION IS SHOWN FOR GENERAL REFERENCE AND DESIGN PURPOSES ONLY.SURVEY INFORMATION IS SHOWN FOR GENERAL REFERENCE AND DESIGN PURPOSES ONLY.3. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION; RECORDED OR UNRECORDED.SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTION; RECORDED OR UNRECORDED.4. SUBJECT TO ANY STATEMENT OF FACT CONTAINED IN AN UP TO DATE ABSTRACT OF TITLE OR TITLE REPORT. SUBJECT TO ANY STATEMENT OF FACT CONTAINED IN AN UP TO DATE ABSTRACT OF TITLE OR TITLE REPORT. 5. UNDERGROUND UTILITIES IF SHOWN HERON ARE BASED ON VISIBLE PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC UNDERGROUND UTILITIES IF SHOWN HERON ARE BASED ON VISIBLE PHYSICAL EVIDENCE. THEY SHOULD BE CONSIDERED SCHEMATIC ONLY AND ARE SHOWN TO DEPICT GENERAL UTILITY CONNECTIONS RATHER THAN EXACT UNDERGROUND LOCATIONS. NO CERTIFICATION IS GIVEN AS TO THE ACCURACY OF THE UNDERGROUND UTILITY LOCATIONS AND OTHER UTILITIES THAT MAY EXISTING THAT ARE NOT SHOWN ON THIS MAP.6. CALL DIGSAFE FOR UNDERGROUND UTILITY VERIFICATION. CALL DIGSAFE FOR UNDERGROUND UTILITY VERIFICATION.

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Title

AutoCAD SHX Text Date

AutoCAD SHX Text

N.Y.S. LIC. # 098952

AutoCAD SHX Text

DANIEL M. QUIRI

AutoCAD SHX Text IT IS A VIOLATION OF SECTION 7209 OF THE NYS EDUCATION LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS PLAN IN ANY WAY UNLESS HE/SHE IS ACTING UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER.

AutoCAD SHX Text PRIOR TO ANY EARTH DISTURBANCE THE CONTRACTOR SHALL CALL IN A TICKET TO DIG SAFE NY AND OBTAIN A CLEAR TO DIG

AutoCAD SHX Text Job#

AutoCAD SHX Text No. Rev. Date

AutoCAD SHX Text

CLIENT COMMENT

AutoCAD SHX Text 8/20/25

AutoCAD SHX Text

CLIENT COMMENT

9/4/25

GRASSY AREAS

RESIDENCE

TM#: 225.-2-22.1

117 PERRY HILL ROAD

SUSHAN, NY 12873-2703

TOWN OF SALEM

WASHINGTON COUNTY

NOTES & CALCS

AS SHOWN C201

PIPE TRENCH AND BEDDING - TYPICAL1

08-04-2025

25022

QUIRI ENGINEERING, PLLC

PO BOX 112

FORT HUNTER, NY 12069

PH: (518) 424-0919

DANIEL.QUIRI@QUIRIENGINEERING.COM

AutoCAD SHX Text

MOUND FOR SETTLEMENT AND SEED

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

CLEAN SAND - HAND PLACE IN 6" MAX LAYERS AND COMPACT BY HAND

AutoCAD SHX Text

PVC PIPE

AutoCAD SHX Text

SUITABLE SUBGRADE(SEE NOTE 2)

AutoCAD SHX Text

6" TOPSOIL

AutoCAD SHX Text

24" + PIPE ∅

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text SEPTIC SYSTEM GENERAL NOTES:1. CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE RULES, CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE RULES, REGULATIONS, AND STANDARDS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AS SET FORTH IN APPENDIX 75-A.2. ANY DEVIATIONS FROM THE ENGINEERED DESIGN MUST BE APPROVED BY THE ENGINEER ANY DEVIATIONS FROM THE ENGINEERED DESIGN MUST BE APPROVED BY THE ENGINEER AND THE LOCAL CODE ENFORCER.3. THESE DRAWINGS REPRESENT A RESIDENTIAL ONSITE WASTEWATER TREATMENT SYSTEM. THESE DRAWINGS REPRESENT A RESIDENTIAL ONSITE WASTEWATER TREATMENT SYSTEM. ALL OTHER FEATURES SUCH AS THE HOUSE, WELL, DRIVEWAY, ETC... ARE FOR ILLUSTRATION PURPOSES ONLY. THESE DRAWINGS ARE NOT CONSIDERED A SURVEY AS THE SITE PLAN IS BASED ON FIELD WORK PERFORMED BY THE ENGINEER AND TAX MAP INFORMATION. CONTRACTOR SHALL VERIFY ALL PROPERTY LINES PRIOR TO CONSTRUCTION.4. DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.5. THESE DRAWINGS DO NOT PRESENT A COMPLETE DRAINAGE PLAN FOR THE LOT, THESE DRAWINGS DO NOT PRESENT A COMPLETE DRAINAGE PLAN FOR THE LOT, ALTHOUGH THEY MAY PRESENT DRAINAGE IMPROVEMENTS AS APPROPRIATE TO PROTECT THE PROPOSED ONSITE WASTEWATER TREATMENT SYSTEM.6. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND UTILITIES AND NOTIFY THE CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND UTILITIES AND NOTIFY THE ENGINEER IF EXISTING UNDERGROUND UTILITIES WILL AFFECT THE PROPOSED DESIGN. DIGSAFE 811 SHALL BE CALLED BEFORE EXCAVATION.7. ENGINEER WILL NOT SUPERVISE, DIRECT, CONTROL OR HAVE AUTHORITY OVER, OR BE ENGINEER WILL NOT SUPERVISE, DIRECT, CONTROL OR HAVE AUTHORITY OVER, OR BE RESPONSIBLE FOR CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO OR FOR ANY FAILURE OF CONTRACTOR TO COMPLY WITH LAWS AND REGULATIONS APPLICABLE TO THE FURNISHING OR PERFORMANCE OF THE WORK. ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM OR FURNISH THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL LABOR, EQUIPMENT, AND CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL LABOR, EQUIPMENT, AND MATERIALS TO PERFORM ALL TESTING OR CONSTRUCTION OBSERVATIONS REQUIRED BY APPLICABLE REGULATORY AGENCY OR THE DESIGN ENGINEER.9. ALL SEPARATION DISTANCES PER TABLE 2 OF THE NYSDOH APPENDIX SHOULD BE MET. ALL SEPARATION DISTANCES PER TABLE 2 OF THE NYSDOH APPENDIX SHOULD BE MET.

AutoCAD SHX Text SEPTIC SYSTEM CONSTRUCTION OBSERVATIONS:1. CONTACT THE CODE ENFORCEMENT OFFICER OR BUILDING INSPECTOR REGARDING THE CONTACT THE CODE ENFORCEMENT OFFICER OR BUILDING INSPECTOR REGARDING THE PROCEDURES FOR INSPECTIONS.2. INSPECTIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION, AFTER FILL HAS BEEN INSPECTIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION, AFTER FILL HAS BEEN PLACED (FOR A RAISED SYSTEM), PRIOR TO BACKFILL, AND/OR AFTER FINAL GRADING AND SEEDING. 3. OBSERVATION OF ABSORPTION TRENCHES/BED: SUFFICIENT PORTIONS OF THE OBSERVATION OF ABSORPTION TRENCHES/BED: SUFFICIENT PORTIONS OF THE ABSORPTION FIELD SHALL BE EXPOSED TO ALLOW FOR THOROUGH OBSERVATION AND ELEVATION READINGS AT A MINIMUM OF 3 LOCATIONS ON EACH DISTRIBUTION LATERAL. INTERVALS NOT TO EXCEED 25-FT IN LENGTH. 4. PUMP CHAMBER (IF APPLICABLE): CONTRACTOR SHALL HAVE WATER AVAILABLE FOR PUMP CHAMBER (IF APPLICABLE): CONTRACTOR SHALL HAVE WATER AVAILABLE FOR TESTING OF THE DOSING SYSTEM. ALL ELECTRICAL WORK SHALL BE COMPLETE. 5. FINAL OBSERVATION: CONTRACTOR SHOULD CONTACT ENGINEER AFTER ALL WORK HAS FINAL OBSERVATION: CONTRACTOR SHOULD CONTACT ENGINEER AFTER ALL WORK HAS BEEN COMPLETED.

AutoCAD SHX Text SEPTIC SYSTEM MAINTENANCE:1. THIS SYSTEM WAS NOT DESIGNED FOR USE OF A GARBAGE DISPOSAL OR JACUZZI-TYPE THIS SYSTEM WAS NOT DESIGNED FOR USE OF A GARBAGE DISPOSAL OR JACUZZI-TYPE BATHTUB. 2. EXCESSIVE USE OF DETERGENTS, LAUNDRY OR KITCHEN WASTES OR HOUSEHOLD EXCESSIVE USE OF DETERGENTS, LAUNDRY OR KITCHEN WASTES OR HOUSEHOLD CHEMICALS MAY BE HARMFUL TO THE SYSTEM.3. LEAKY FIXTURES AND DEFECTIVE VALVES WILL BURDEN THE SYSTEM WITH UNNECESSARY LEAKY FIXTURES AND DEFECTIVE VALVES WILL BURDEN THE SYSTEM WITH UNNECESSARY FLOW. 4. VEHICLES AND/OR HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO DRIVE OVER THE VEHICLES AND/OR HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO DRIVE OVER THE ABSORPTION FIELD, UNLESS OTHERWISE SPECIFIED IN THESE PLANS.

AutoCAD SHX Text GENERAL PIPING NOTES:1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH SUPPORT; THE TRENCH SUPPORT THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH SUPPORT; THE TRENCH SUPPORT MATERIAL SHOULD BE REMOVED IN SUCH A MANNER THAT BACKFILL MATERIAL FOR THE FIRST TWO FEET ABOVE THE PIPE WILL BE COMPACTED AGAINST UNDISTURBED EARTH. 2. ANY UNSUITABLE MATERIAL SHALL BE EXCAVATED AND REPLACED WITH SUITABLE FOUNDATION ANY UNSUITABLE MATERIAL SHALL BE EXCAVATED AND REPLACED WITH SUITABLE FOUNDATION MATERIAL AND COMPACTED.3. 2-FT DEPTH MINIMUM FOR SELF-DRAINING LINES; OTHERWISE 5-FT MIN. DEPTH2-FT DEPTH MINIMUM FOR SELF-DRAINING LINES; OTHERWISE 5-FT MIN. DEPTH4. SEE PIPING NOTES THIS SHEET REGARDING SIZE AND SLOPE OF PIPINGSEE PIPING NOTES THIS SHEET REGARDING SIZE AND SLOPE OF PIPING

AutoCAD SHX Text SYSTEM DESCRIPTION: RAW SEWAGE GRAVITY FLOW TO CONCRETE SEPTIC TANK; GRAVITY EFFLUENT TO DISTRIBUTION BOX; GRAVITY EFFLUENT TO CONVENTIONAL STONE & PIPE TRENCHES.

AutoCAD SHX Text PIPING:1. EXISTING RAW SEWAGE LINE MAY BE USED PROVIDED IT IS IN GOOD CONDITION AND SHALL EXISTING RAW SEWAGE LINE MAY BE USED PROVIDED IT IS IN GOOD CONDITION AND SHALL BE 4" ∅ SCHEDULE 40 PVC SLOPED 14" PER FOOT, MINIMUM. A CLEAN-OUT SHOULD BE INSTALLED ON THE INTERIOR SIDE OF THE HOUSE SEWER; OTHERWISE A TWO-WAY CLEAN-OUT SHOULD BE INSTALLED ON THE LINE 2' TO 5' FROM THE FOUNDATION.2. GRAVITY EFFLUENT LINE BETWEEN SEPTIC TANKS SET IN SERIES SHALL BE 6" SDR 35 OR GRAVITY EFFLUENT LINE BETWEEN SEPTIC TANKS SET IN SERIES SHALL BE 6" ∅ SDR 35 ORSCHEDULE 40 PVC SLOPED " PER FOOT, MINIMUM. 18" PER FOOT, MINIMUM. 3. GRAVITY EFFLUENT LINE BETWEEN SECOND SEPTIC TANKS AND DISTRIBUTION BOX SHALL BE GRAVITY EFFLUENT LINE BETWEEN SECOND SEPTIC TANKS AND DISTRIBUTION BOX SHALL BE 4" ∅ SDR 35 OR SCHEDULE 40 PVC SLOPED 18" PER FOOT, MINIMUM. 4. OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND LATERALS SHALL BE SOLID WALL 4" OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND LATERALS SHALL BE SOLID WALL 4" ∅SDR 35 OR SCHEDULE 40 SLOPED " PER FOOT, MINIMUM. NO OUTLET PIPE SHALL BE 116" PER FOOT, MINIMUM. NO OUTLET PIPE SHALL BE LESS THAN 2' IN LENGTH.5. 90 BENDS ARE NOT PERMITTED IN RAW SEWAGE OR GRAVITY EFFLUENT LINES; 45 MAXIMUM. 90° BENDS ARE NOT PERMITTED IN RAW SEWAGE OR GRAVITY EFFLUENT LINES; 45° MAXIMUM.TWO-WAY CLEAN-OUTS SHALL BE INSTALLED ADJACENT TO BENDS MORE THAN 10' FROM AN ACCESS POINT.6. ALL PIPE JOINTS, FITTINGS, AND TANK CONNECTIONS SHALL BE MADE WATERTIGHT. ALL PIPE JOINTS, FITTINGS, AND TANK CONNECTIONS SHALL BE MADE WATERTIGHT.

AutoCAD SHX Text PT #1 @ 24" DEPTHRUN 1: 1:02 MINRUN 2: 1:30 MINRUN 3: 1:45 MINRUN 4: 1:46 MINPT #2 @ 24" DEPTHRUN 1: 2:50 MINRUN 2: 4:45 MINRUN 3: 6:45 MINRUN 4: 7:15 MIN

AutoCAD SHX Text

PERCOLATION TESTS (PT): JUBNE 20, 2025

AutoCAD SHX Text

TP #10-72" GRAVELLY SANDY LOAMNO SIGNS OF GROUNDWATER

AutoCAD SHX Text

TEST PIT (TP): JUNE 20, 2025

AutoCAD SHX Text

DESIGN PERC RATE = 8 - 10 MPI

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Title

AutoCAD SHX Text Date

AutoCAD SHX Text

N.Y.S. LIC. # 098952

AutoCAD SHX Text

DANIEL M. QUIRI

AutoCAD SHX Text PRIOR TO ANY EARTH DISTURBANCE THE CONTRACTOR SHALL CALL IN A TICKET TO DIG SAFE NY AND OBTAIN A CLEAR TO DIG

AutoCAD SHX Text Job#

AutoCAD SHX Text No. Rev. Date

AutoCAD SHX Text

CLIENT COMMENT

AutoCAD SHX Text 8/20/25

AutoCAD SHX Text

CLIENT COMMENT

TM#: 225.-2-22.1

117 PERRY HILL ROAD

SUSHAN, NY 12873-2703

TOWN OF SALEM

WASHINGTON COUNTY

CROSS SECTIONAL VIEW LONGITUDINAL VIEW

PLAN VIEW

SECTION VIEW

DETAILS

08-04-2025

AS SHOWN

25022

C202

QUIRI ENGINEERING, PLLC

PO BOX 112

FORT HUNTER, NY 12069

PH: (518) 424-0919

DANIEL.QUIRI@QUIRIENGINEERING.COM

DISTRIBUTION BOX2

SCALE: N.T.S.

CONVENTIONAL ABSORPTION TRENCH - SECTION DETAIL1

AutoCAD SHX Text DISTRIBUTION BOX:1. CONCRETE DISTRIBUTION BOX (10 OUTLET) OR EQUAL.CONCRETE DISTRIBUTION BOX (10 OUTLET) OR EQUAL.2. THE DISTRIBUTION BOX (D-BOX) SHALL BE CERTIFIED TO THE HEALTH STANDARD AND INSTALLED IN CONFORMANCE WITH THE DISTRIBUTION BOX (D-BOX) SHALL BE CERTIFIED TO THE HEALTH STANDARD AND INSTALLED IN CONFORMANCE WITH MANUFACTURES INSTRUCTIONS.3. THE D-BOX SHALL BE SET ON A LAYER OF COMPACTED SOIL, SAND, PEA GRAVEL BASE OR A CONCRETE FOOTING.THE D-BOX SHALL BE SET ON A LAYER OF COMPACTED SOIL, SAND, PEA GRAVEL BASE OR A CONCRETE FOOTING.4. D-BOX SHALL REMAIN LEVEL WHEN BACKFILLING.D-BOX SHALL REMAIN LEVEL WHEN BACKFILLING.5. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIAL OR EQUIVALENT.PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIAL OR EQUIVALENT.6. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. USE OF FLOW EQUALIZATION DEVICES IS REQUIRED.INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. USE OF FLOW EQUALIZATION DEVICES IS REQUIRED.7. EACH DISTRIBUTION LATERAL SHALL HAVE THE SAME SLOPE FOR THE FIRST 5 TO 10 FEET FROM THE D-BOX.EACH DISTRIBUTION LATERAL SHALL HAVE THE SAME SLOPE FOR THE FIRST 5 TO 10 FEET FROM THE D-BOX.

AutoCAD SHX Text

GROUNDWATER, BEDROCK, OR OTHER IMPERMEABLE STRATA

AutoCAD SHX Text

PERMEABLE GEOTEXTILE

AutoCAD SHX Text

4" ∅ PERFORATED PVC

AutoCAD SHX Text

CRUSHED STONE 34" TO 1 " WASHED GRAVEL12" WASHED GRAVEL

AutoCAD SHX Text

TRENCH BOTTOM TO BE LEVEL

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

12" TO 18"

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

6" TO 12"

AutoCAD SHX Text

2" MIN.

AutoCAD SHX Text 24"

AutoCAD SHX Text

SOIL BACKFILL

AutoCAD SHX Text NOTES:1. DO NOT INSTALL TRENCHES IN WET SOIL.DO NOT INSTALL TRENCHES IN WET SOIL.2. INSTALL TRENCHES PARALLEL TO CONTOURS.INSTALL TRENCHES PARALLEL TO CONTOURS.3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET THE MINIMUM DEPTHS AS NOTED.INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET THE MINIMUM DEPTHS AS NOTED.4. RAKE SIDES AND BOTTOM OF TRENCHES PRIOR TO PLACING GRAVEL. RAKE SIDES AND BOTTOM OF TRENCHES PRIOR TO PLACING GRAVEL. 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED.ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED.6. ABSORPTION TRENCH SPACING 6-FT ON CENTER (4-FT BETWEEN TRENCH SIDEWALLS).ABSORPTION TRENCH SPACING 6-FT ON CENTER (4-FT BETWEEN TRENCH SIDEWALLS).7. MAXIMUM DEPTH OF TRENCHES IS 30-INCHES.MAXIMUM DEPTH OF TRENCHES IS 30-INCHES.

AutoCAD SHX Text

OUTLET (TYP)

AutoCAD SHX Text

SPEED LEVELERS TO BE INSTALLED ON OUTLETS (TYP.)

AutoCAD SHX Text

INLET

AutoCAD SHX Text

BAFFLE

AutoCAD SHX Text

12" MIN. CLEAN SAND, PEA GRAVEL OR AGGREGATE (" TO 1 ")34" TO 1 ")12")

AutoCAD SHX Text

OUTLET (TYP)

AutoCAD SHX Text

INLET

AutoCAD SHX Text

BAFFLE

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Title

AutoCAD SHX Text Date

AutoCAD SHX Text

N.Y.S. LIC. # 098952

AutoCAD SHX Text

DANIEL M. QUIRI

AutoCAD SHX Text PRIOR TO ANY EARTH DISTURBANCE THE CONTRACTOR SHALL CALL IN A TICKET TO DIG SAFE NY AND OBTAIN A CLEAR TO DIG

AutoCAD SHX Text Job#

AutoCAD SHX Text No. Rev. Date

AutoCAD SHX Text

CLIENT COMMENT

AutoCAD SHX Text 8/20/25

AutoCAD SHX Text

CLIENT COMMENT

PERRY HILL

RESIDENCE

TM#: 225.-2-22.1

117 PERRY HILL ROAD

SUSHAN, NY 12873-2703

TOWN OF SALEM

WASHINGTON COUNTY

DETAILS

AS SHOWN C203

SEPTIC TANK DETAIL

TANK INLET TEE DETAIL SCALE: N.T.S.

TANK OUTLET TEE DETAIL SCALE: N.T.S.

SEPTIC TANK CONNECTION DETAIL3

08-04-2025

25022

QUIRI ENGINEERING, PLLC

PO BOX 112

FORT HUNTER, NY 12069

PH: (518) 424-0919

DANIEL.QUIRI@QUIRIENGINEERING.COM

AutoCAD SHX Text

4" ∅ PVC TEE

AutoCAD SHX Text

SEE NOTE 5

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text

LIQUIDDEPTH

AutoCAD SHX Text

SEE NOTE 5

AutoCAD SHX Text

INLET PITCH " PER 14" PER FOOT MINIMUM

AutoCAD SHX Text

RISERS AS NEEDED (TYP.)

AutoCAD SHX Text

FINAL GRADE

AutoCAD SHX Text

MIN. 3" SAND OR PEA GRAVEL

AutoCAD SHX Text

500-GAL SEPTIC TANK OUTLET TEE

AutoCAD SHX Text

1,500-GAL SEPTIC TANK INLET TEE

AutoCAD SHX Text

1,500-GAL SEPTIC TANK OUTLET TEE

AutoCAD SHX Text

500-GAL SEPTIC TANK INLET TEE

AutoCAD SHX Text SEPTIC TANK NOTES:1. SEPTIC TANK SHALL BE A 1,500 GALLON SINGLE COMPARTMENT CONCRETE TANK FOLLOWED BY SEPTIC TANK SHALL BE A 1,500 GALLON SINGLE COMPARTMENT CONCRETE TANK FOLLOWED BY A 500 GALLON SINGLE COMPARTMENT CONCRETE TANK, BOTH CERTIFIED TO THE HEALTH STANDARD AND INSTALLED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTION.2. TANKS MUST BE WATERTIGHT, CONSTRUCTED OF DURABLE MATERIAL AND NOT SUBJECT TO TANKS MUST BE WATERTIGHT, CONSTRUCTED OF DURABLE MATERIAL AND NOT SUBJECT TO EXCESSIVE CORROSION, DECAY, FROST DAMAGE, OR CRACKING. THE TOP OF THE TANK SHALL BE ABLE TO SUPPORT A MINIMUM OF 300 POUNDS PER SQUARE FOOT.3. TANK ACCESS COVERS SHOULD BE BROUGHT TO THE GROUND SURFACE; HOWEVER, AT TANK ACCESS COVERS SHOULD BE BROUGHT TO THE GROUND SURFACE; HOWEVER, AT MINIMUM THEY SHALL BE WITHIN 12" OF FINAL GRADE. WHEN THE TOP OF THE SEPTIC TANK IS MORE THAN 12" BELOW FINAL GRADE, WATERTIGHT EXTENSION COLLARS SHALL BE USED TO BRING COVERS WITHIN 12" OF GRADE. ACCESS COVERS LOCATED AT OR ABOVE GRADE SHALL BE LOCKABLE.4. TANK SHALL BE PLACED ON 3" MINIMUM OF CLEAN SAND OR PEA GRAVEL OR 5" MINIMUM OF TANK SHALL BE PLACED ON 3" MINIMUM OF CLEAN SAND OR PEA GRAVEL OR 5" MINIMUM OF 34" TO 1-" WASHED AGGREGATE. 12" WASHED AGGREGATE. 5. PVC BAFFLE SHALL EXTEND MIN. 12" INLET AND 14" OUTLET FOR TANKS WITH A LIQUID DEPTH PVC BAFFLE SHALL EXTEND MIN. 12" INLET AND 14" OUTLET FOR TANKS WITH A LIQUID DEPTH OF LESS THAN 40" AND 16" INLET AND 18" OUTLET FOR TANKS WITH A LIQUID DEPTH OF GREATER THAN 40".

AutoCAD SHX Text

*TANK DIMENSIONS SHOWN MAY VARY BASED ON MANUFACTURER.

AutoCAD SHX Text

SEPTIC TANK DIMENSIONS

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

INLET

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

1,500 GAL. CONCRETE

AutoCAD SHX Text 62"

AutoCAD SHX Text 68"

AutoCAD SHX Text 147"

AutoCAD SHX Text 52"

AutoCAD SHX Text 48"

AutoCAD SHX Text

500 GAL. SINGLE COMPARTMENT

AutoCAD SHX Text 36"

AutoCAD SHX Text 62"

AutoCAD SHX Text 96"

AutoCAD SHX Text 30"

AutoCAD SHX Text 28"

AutoCAD SHX Text

TANK TOP

AutoCAD SHX Text

SEE NOTES

AutoCAD SHX Text

EFFLUENT FILTER OR 4" SANITARY TEE; (SEE NOTES)

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

FLEXIBLE WATERTIGHT PIPE CONNECTION

AutoCAD SHX Text

TANK WALL

AutoCAD SHX Text

LIQUID LEVEL

AutoCAD SHX Text

GAS DEFLECTION DEVICE

AutoCAD SHX Text TANK OUTLET NOTES:1. INSTALLATION OF AN EFFLUENT FILTER IS INSTALLATION OF AN EFFLUENT FILTER IS RECOMMENDED IN THE SEPTIC TANK, USE ZABEL A-100 FILTRATION MODEL 8X32 OR 12X20 INCLUDING HOUSING WITH INTEGRATED GAS DEFLECTOR & AUTOMATIC SHUT-OFF BALL.

AutoCAD SHX Text

TANK WALL

AutoCAD SHX Text

SEE NOTES

AutoCAD SHX Text

INLET

AutoCAD SHX Text

TANK TOP

AutoCAD SHX Text

FLEXIBLE WATERTIGHT PIPE CONNECTION

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

LIQUID LEVEL

AutoCAD SHX Text

4" SCHED 40 PVC SANITARY TEE

AutoCAD SHX Text

RISERS AS NEEDED (TYP.)

AutoCAD SHX Text

FINAL GRADE

AutoCAD SHX Text

6" ∅ SCHEDULE 40 PVCSLOPED " PER LF MINIMUM18" PER LF MINIMUM

AutoCAD SHX Text

1,500 GALLON SEPTIC TANK

AutoCAD SHX Text

500 GALLON SEPTIC TANK

AutoCAD SHX Text

6" SANITARY TEE TO DEPTH13 DEPTH

AutoCAD SHX Text

6" ∅ SANITARYTEE TO DEPTH13 DEPTH

AutoCAD SHX Text SEPTIC TANKS SET IN SERIES NOTES:1. NO MORE THAN 2 SEPTIC TANKS SHOULD BE PLACED IN SERIESNO MORE THAN 2 SEPTIC TANKS SHOULD BE PLACED IN SERIES2. THE OUTLET TEE ON THE 1,500-GAL. TANK SHOULD BE A 6" SCHEDULE 40 PVCTHE OUTLET TEE ON THE 1,500-GAL. TANK SHOULD BE A 6" ∅ SCHEDULE 40 PVC3. THE CONNECTOR PIPE BETWEEN TANK SHOULD BE A 6" SCHEDULE 40 PVC SLOPED AT " THE CONNECTOR PIPE BETWEEN TANK SHOULD BE A 6" ∅ SCHEDULE 40 PVC SLOPED AT 18" PER FOOT.4. THE INLET TEE ON THE 500-GAL. TANK IS 6" SCHEDULE 40 PVC AND EXTENDS DOWN OF THE INLET TEE ON THE 500-GAL. TANK IS 6" ∅ SCHEDULE 40 PVC AND EXTENDS DOWN 13 OF THE LIQUID DEPTH

AutoCAD SHX Text TANK INLET NOTES:1. 4" PVC SANITARY TEE TO DEPTH4" ∅ PVC SANITARY TEE TO 13 DEPTH2. TEES ARE LOCATED BENEATH TANK ACCESS OPENINGSTEES ARE LOCATED BENEATH TANK ACCESS OPENINGS

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Title

AutoCAD SHX Text Date

AutoCAD SHX Text

N.Y.S. LIC. # 098952

AutoCAD SHX Text

DANIEL M. QUIRI

AutoCAD SHX Text PRIOR TO ANY EARTH DISTURBANCE THE CONTRACTOR SHALL CALL IN A TICKET TO DIG SAFE NY AND OBTAIN A CLEAR TO DIG

AutoCAD SHX Text Job#

AutoCAD SHX Text No. Rev. Date

AutoCAD SHX Text

CLIENT COMMENT

AutoCAD SHX Text 8/20/25

AutoCAD SHX Text

CLIENT COMMENT

Sheets and Views

Perry Hill-COVER

Perry Hill-c101

Perry Hill-c201

Perry Hill-c202

Perry Hill-c203

COVER SHEET.pdf

Sheets and Views

Layout1

File details come from the government source that posted it. Updated Sep 3, 2026.